prm

PRODUCT REFERENCE MANUAL Page Number: Index-1

Section: INDEX Revision Date: -

SECTION INDEX

SECTION SUBJECT

INTRODUCTION

1 DESIGN STANDARDS

2 WIDESPAN STRUCTURAL SYSTEM

3 SECONDARY STRUCTURAL SYSTEM

4 ANCHOR BOLTS AND EDGE DETAILS

5 ROOF SYSTEMS

6 ROOF ACCESSORIES

7 WALL SYSTEMS

8 WALL ACCESSORIES

9 INSULATION SYSTEM

10 COLOUR CHARTS

11 GUTTERS AND ROOF DRAINAGE

12 ARCHITECTURAL FEATURES

13 FASTENERS AND SEALANTS

14 MATERIAL SPECIFICATIONS

15 WARRANTIES

16 CONSTRUCTION DETAILS

PRODUCT REFERENCE MANUAL Page Number: 1

INTRODUCTION Revision Date: -

ADVANTAGES OF METAL BUILDING SYSTEMS

Modern metal building systems offer many advantages over other forms of construction, including:

⇒ Faster Occupancy Since the entire structure is bolted together in the field, erection time is reduced.

⇒ Cost Efficiency Less construction trades are generally required to erect metal building systems

and faster erection means less labor costs. Each structural member is designed

for a near total efficiency, minimizing wasted material.

⇒ Flexibility of Expansion Metal building systems are custom-engineered to each specific project’s

requirements. Buildings can easily be expanded in the future.

⇒ Low Maintenance Modern metal finishes offer a superb resistance against corrosion, fading and

discolouration.

⇒ Thermal Efficiency Metal building systems accommodate high thermal efficiency requirements and

are designed to meet the most stringent energy guidelines.

⇒ Outstanding Performance Documented studies show that metal building systems have demonstrated better

structural performance under severe weather conditions (hurricanes,

earthquakes) versus other forms of construction.



ABOUT THE COMPANY

Lindab Butler is a leading producer of metal building systems in Europe. Products and services are provided within the

industrial, commercial, agricultural, and community markets. The Company’s products are primarily sold and installed

through a network of independent dealers located throughout Europe called Lindab Butler Builders. Lindab Butler also

provides direct sales and services to multinational customers with multiple site construction programs or projects of

significant size or complexity.

Lindab Butler’s early roots originate from the Butler Manufacturing Company, founded in 1901 in the USA. Butler is the

recognized worldwide leader in building systems for more than 50 years. Butler building systems have been

manufactured and marketed in Europe since the early 1960’s, and thousands of buildings have been supplied throughout

Western, Central and Eastern Europe.

The Lindab Group purchased Butler’s European operation in 2002. Lindab is a leading supplier of metal profiles,

rainwater systems, building systems and ventilation systems. The acquisition of Butler’s European operation is a

significant strategic step aimed at expanding and strengthening Lindab’s metal building systems business activities in

Europe. Lindab operates in more than one hundred locations in twenty countries. Its head office is located in Grevie,

Sweden.

Lindab Butler understands the importance of a local presence in the markets we service. Therefore our sales and

technical service offices are located throughout Europe. Several new regional offices are also currently being

established. Visit our website at www.lindab-butler.com for detailed contact information.



ABOUT THE PRODUCT REFERENCE MANUAL

This Product Reference Manual has been developed for use by Lindab Butler authorized Builders, developers, and

architects. It is intended to serve as a guide and training tool to acquaint Lindab Butler Builders, developers and

architects with our metal building systems details and design practices. The information contained in this Manual will

hopefully encourage developers and architects to incorporate the details presented in the Manual in their projects. Our

regional sales offices located throughout Europe are available to help you with your specific projects. Locate the Lindab

Butler sales and technical support office closest to you on our website at www.lindab-butler.com.

ARCHITECTURAL FREEDOM AND DESIGN FLEXIBILITY

Many of the most impressive industrial, warehouse and commercial buildings constructed around the world are built

using a metal building system. Lindab Butler building systems offer design flexibility, economy and aesthetic features.

Whether your project requires a curved roof design or other architectural features that provide distinct corporate identity,

a Lindab Butler building system can meet your requirements.

SUPERIOR QUALITY

Our products and systems are tested by our research specialists to insure total reliability and exceptional quality and

performance. Lindab Butler building systems are approved by building authorities around the world. Raw materials are

purchased to strict performance standards and specifications. Structural design is performed in accordance with specific

country requirements and generally in accordance with the requirements of the applicable Eurocodes.

PRODUCT REFERENCE MANUAL Page Number: 1.0

Section: 1 DESIGN STANDARDS Revision Date: -

SECTION 1 – DESIGN STANDARDS

PAGENUMBER

WILL FOLLOW

PRODUCT REFERENCE MANUAL Page Number: 2.0.

Section: 2 WIDESPAN STRUCTURAL SYSTEM Revision Date: -

SECTION 2 - WIDESPAN STRUCTURAL SYSTEM

PAGENUMBER

2.1 WIDESPAN SPECIFICATIONS2.2 BASIC WIDESPAN COMPONENTS2.3 LRF AND MP STRUCTURAL SYSTEMS2.4 MRF STRUCTURAL SYSTEM2.5 WX STRUCTURAL SYSTEM2.6 CRB CURVED ROOF BUILDINGS2.7 BRACING FOR LRF AND MRF BUILDINGS2.8 STANDARD GIRT LOCATIONS FOR WIDESPAN BUILDINGS2.9 WIDESPAN ENDWALLS2.10 SETBACK ENDWALLS

PRODUCT REFERENCE MANUAL Page Number: 2.1.1


WIDESPAN SPECIFICATIONS

1. GENERAL

1.1 The design of the primary structural system shall be a clear-span or multi-span rigid framewith tapered or straight columns and roof beams, with a gable, mono-slope or curved roofas manufactured and supplied by Lindab Butler Building Systems.

1.2 The actual building length shall be from structural line to structural line. The structural lineis defined as the outside face of the end wall girt, unless otherwise specified.

1.3 The actual building width shall be from structural line to structural line. The structural lineis defined as the outside face of the sidewall girt, unless otherwise specified.

1.4 The roof shall have a minimum slope of 1:48.

1.5 All components and parts of the structural system shall be as indicated on the drawings andor specifications. All components and parts shall be clearly marked and erection drawingsshall be supplied for components and parts assembly.

1.6 Field modification of components and parts, if required, shall be in accordance with bestknow practices, require the approval of Lindab Butler Building Systems, and be theresponsibility of the building erection company.

1.7 Foundations:

1.7.1 Foundations shall be adequately designed by a qualified engineer, retained by otherthan the building manufacturer, in accordance with the best-recommended practicesfor the specific soil conditions of the building site.

1.7.2 Lindab Butler Building Systems, shall supply all loads imposed by the structuralsystem on the foundations.

1.7.3 Anchor bolt diameters shall be specified by Lindab Butler Building Systems, andindicated on anchor bolt layout drawings supplied by Lindab Butler BuildingSystems.

1.7.4 Anchor bolts shall be supplied by the building contractor and not by Lindab ButlerBuilding Systems, unless otherwise specified.

2. STRUCTURAL STEEL DESIGN

2.1 The structural system and all related components and parts shall be designed in accordancewith the specified building code and standards.



2.2 Design Loads:

2.2.1 Roof Live Loads and Wind Loads shall be applied in accordance with localbuilding code requirements.

2.2.2 The Dead Load shall be the weight of the building system including primary andsecondary framing members and covering materials.

2.2.3 Collateral Loads shall include additional imposed loads required by contractdocuments, other than the weight of the building system. These added loads includesuch items as sprinklers, mechanical, electrical and ceiling systems.

2.2.4 Auxiliary Loads shall include all dynamic loads required by the contract documentssuch as cranes and mechanical handling systems.

3. PRIMARY FRAMING

3.1 Rigid Frames:

3.1.1 Rigid Frames shall consist of tapered or straight welded section columns and roofbeams complete with necessary splice plates for bolted assembly at the building site.

3.1.2 Interior columns shall consist of tapered or straight welded sections or hot rolledprofiles with necessary splice plates for bolted assembly at the building site.

3.1.3 Welding shall be performed in accordance with approved and certified weldingprocedures by qualified welders.

3.1.4 All base plates, cap plates, splice plates and stiffener plates shall be factory weldedinto place and have the connection holes shop drilled or punched.

3.1.5 Columns and roof beams shall be fabricated complete with holes in webs and flangesfor the attachment of secondary structural members and bracing members.

3.1.6 All bolts for field assembly of frame members shall be high strength structural boltscomplete with washer as indicated on erection drawings supplied by Lindab ButlerBuilding Systems.

3.2 End-wall Structural Members:

3.2.1 End-wall frames shall consist of welded section, hot rolled, or cold-formed cornerposts, end-wall posts and roof beams.

3.2.2 All base plates, cap plates, splice plates and stiffener plates shall be factory weldedinto place and have the connection holes shop drilled or punched.

3.2.3 Posts and roof beams shall be fabricated complete with holes in webs and flanges forthe attachment of secondary structural members and bracing members.



3.2.4 When future length expansion of the building is anticipated, intermediate framesshall be substituted for end-wall corner posts and roof beams, when specified in thecontract documents. End - wall posts necessary for support of end - wall girts andcladding systems shall be supplied for connection to the intermediate frame used inend – wall.

4. SECONDARY STRUCTURAL MEMBERS

4.1 Purlins and Girts:

4.1.1 Purlins shall be 200 mm; 250 mm; 300 mm; or 350 mm precision roll formed “Z”shaped members.

4.1.2 Girts shall be 165 mm; 200 mm; or 250 mm deep precision roll formed “Z” or “C”shaped members.

4.1.3 Eave Struts shall be precision roll formed “C” or “Z” shaped members.

4.2 Bracing:

4.2.1 Bracing members and parts shall be located as indicated on the erection drawingssupplied by Lindab Butler Building Systems.

4.2.2 Diagonal bracing shall be hot rolled rod or tube, of size indicated on drawings, andattached to columns and roof beams as shown on drawings.

4.2.3 Optional fixed base wind posts or portal frames may be substituted for diagonal wallbracing if required and specified in the contract documents.

4.2.4 Primary frame flange braces, torsional restraint system for purlins and girts, etc.,when required, shall be installed as indicated on drawings.

5. STRUCTURAL PAINTING

5.1 All structural steel shall be prime painted for temporary protection against ordinaryatmospheric conditions, transportation and erection handling. Finish painting, if required,and unless supplied by Lindab Butler Building Systems Ltd., shall be performed on site byothers.

5.2 Prior to painting, all primary structural components and parts shall be factory shot-blastcleaned in accordance with SAA2,5;ISO8501-1.

5.3 All primary structural components and parts shall be painted with 40 microns alkyd basedprimer with high zinc phosphate content.



5.4 Optional Coatings:

5.4.1 Tri-coat layers: second and third layers consisting of 40+40 microns KH kombilackquick drying finish paint consisting of a combination of PVC and acrylate.

5.4.2 Fire protection: based on Deutsches Institut für Bautechnik certificate (Z-19.11-329).

5.4.2.1 F30 = 30 minutes fire protection paint system (600 microns)

5.4.2.2 F60 = 60 minutes fire protection paint system (2000 microns)

5.4.3 Special Coatings:

5.4.3.1 Hot-dipped galvanized coating (90 – 100 microns)

5.4.3.2 Multi-coat – hot-dipped galvanized coating, plus one layer special topcoat.

6. ROOF AND WALL SYSTEMS

6.1 The roof panel shall be Lindab Butler MR-24® standing seam roof system, or LTP 38 roofsystem or LTP 45 roof system. Refer to appropriate roof system specifications.

6.2 The wall panel shall be Lindab Butler LVP 38 wall system, or LVP 38R wall system, orLVP 45 wall system. Refer to appropriate wall system specifications.



BASIC WIDESPAN COMPONENTS

1. INTERMEDIATE FRAMES

Widespan intermediate frames consist of two or more columns spanned by roof beams. Theintermediate frames support the roof structural members (purlins) and the wall structuralmembers (girts). The exterior columns, and roof beams, are normally tapered “I” sections.

2. ENDWALL FRAMES

Endwall frames are usually lighter than the intermediate frames. On LRF, MRF and WXbuildings, a simple beam and post endwall frame is normally used, except where futureextension to building length is anticipated.

3. GIRTS

Widespan wall structural members are called girts. Girts transfer wind loads directly to thecolumns and support the wall panels. Widespan girts are cold formed “Z”-shaped members, 165mm, 200 mm or 250 mm deep, and are of various thickness depending on the designrequirements. The inside flange of the girts is attached to sidewall columns and endwall posts.



Wall panels are attached to the outside flange of the girts. The outside flange of girts also definesthe endwall and sidewall structural lines. Girt spacing varies with the building height, the wallpanel profile and design requirements.

4. PURLINS

Widespan roof structural members are called purlins and are located on top of the roof beams.Purlins span the bay length and support the roof panels. Purlins are “Z”-shaped cold rolledsections and are 200 mm, 250 mm, 300 mm, or 350 mm deep and are of varying thicknessesdepending on the design requirements. Continuous purlins are overlapped at supports and offereconomies due to design advantages when used to span three or more bays. Purlins are alsoavailable as simple spans, which act as independent members between two intermediate framesor between an intermediate frame and an endwall frame.



LRF AND MP: LOW RIGID FRAME AND MONO PITCH

STANDARD STRUCTURAL PARAMETERS

Building Type Type Description Width Eave Height Min. RoofSlope

12.00 m – 23.00 m 4.00 m – 9.00 m 1:48

24.00 m – 42.00 m 4.00 m – 12.00 m 1:24LRF Clearspan

over 42.00 m 5.00 m – 12.00 m 1:12

MP ClearspanMono Pitch 6.00 m – 21.00 m 4.00 m – 6.00 m 1:48

EAVE

HEI

GHT

CLEA

R HE

IGHT

STRUCTURAL LINE

WIDTH/2(165, 200, 250)

LS LC

ROOF STRUCTURAL LINE

RECOMMENDED ROOF SLOPE 1:12............1:48

ROOF STRUCTURAL LINE IS:

STRUCTURAL LINE IS:

THE OUTER FACE OF PURLIN FLANGE

THE OUTER FACE OF GIRT FLANGE

EAVE

HEI

GHT

CLEA

R HE

IGHT

(165, 200, 250)WIDTH

STRUCTURAL LINE LS STRUCTURAL LINE

(165, 200, 250)

LS



TOP

HEIG

HT



MRF: MODULAR RIGID FRAME



MRF Modular 24.00 m – 90.00 m 4.00 m – 9.00 m 1:48

LC

WIDTH/2


STRUCTURAL LINE IS:

THE OUTER FACE OF GIRT FLANGE


STRUCTURAL LINE

(165, 200, 250)


(165, 200, 250)

SL LC

EAVE

HEI

GHT

THE OUTER FACE OF PURLIN FLANGE

ROOF STRUCTURAL LINE IS:

STRUCTURAL LINE

CLEA

R HE

IGHT

RECOMMENDED ROOF SLOPE 1:12...........1:48

EAVE

HEI

GHT

CLEA

R HE

IGHT

WIDTH/2

LS



WX: WIDTH EXTENSION



WX WX

WX WidthExtension

6.00 m – 12.00 m 3.00 m – 7.00 m 1:48

MUST MATCH MAIN ROOF SLOPE IF CONNECTED AT MAIN BUILDING EAVES

EAVE

HEI

GHT

CLEA

R HE

IGHT

(165, 200, 250)

WIDTH

LSSTRUCTURAL LINE


THE OUTER FACE OF GIRT FLANGESTRUCTURAL LINE IS:

ROOF STRUCTURAL LINE IS: THE OUTER FACE OF PURLIN FLANGE

LS



CRB: CLEARSPAN CURVED ROOF BUILDINGS


Building Type Type Description Width Eave Height

CRB ClearspanCurved Roof

15.00 m – 30.00 m 4.00 m – 6.00 m

WIDTH

(165, 200, 250)

STRUCTURAL LINE SL

EAVE

HEI

GHT

CLEA

R HE

IGHT

R ADI

US

The radius of CURVED ROOF BUILDINGS (CRB) is dependent on the roof panel type and roofpanel material. The minimum radius is:

R= 2 x Width

The roof beam construction is curved or segmented depending on the radius of the roof.

CURVED ROOF BUILDINGS (CRB) can also be constructed using modular frame constructionwith interior columns.



BRACING

Bracing systems transfer wind loads from endwalls and sidewalls to the foundation. Wind bracingsystems include two types:

1) Longitudinal bracing, for wind on the building endwall.2) Transverse bracing, for wind on the building sidewall.

Illustrated below is the standard method for providing wind bracing. Longitudinal bracing (forendwall wind load) is provided by brace rods between two intermediate frames in one or more bays.Transverse bracing (for sidewall wind load) is provided by the flexural stiffness of the intermediateframes and by brace rods in the two outer sections of each endwall when a beam and post endwall isused.



BRACING REQUIREMENTS FOR LRF AND MRF BUILDINGS

1) Bracing is generally installed in the second bay from the endwall. If bracing must be installedin the end bay a Rigid Frame endwall may be required.

2) All buildings up to 42 metres wide and 1 through 6 bays long, are braced in 1 bay only.Buildings over 42 m wide may have 2 braced bays.

3) All buildings 7 bays and longer, are braced in the second bay from each endwall and mayrequire additional intermediate bracing.

4) Insulated buildings using overlapped purlins, which are more than 180 metres long, must begiven special consideration to allow for longitudinal expansion and contraction of thestructure.

5) Erection bracing is not generally furnished. Only bracing required for structural stability, asoutlined in 1 through 4 is supplied.

6) Where access is required in the braced bay, sidewall bracing can be moved to an adjacentbay. In certain cases, this may require the addition of box struts.

7) As an alternative, sidewall cross bracing may be replaced by portal frames, or in smallerbuildings by fixed base bracing posts.

BRACING REQUIREMENTS FOR CANOPIES AND WIDTH EXTENSION

Canopies and Width Extensions must have their own bracing systems. Bracing should preferably belocated in the same bays as the main building bracing.

BRACING REQUIREMENTS FOR EXTENSIONS TO EXISTINGBUILDINGS

Sideways Extensions for LRF and MRF BuildingsLRF & MRF buildings placed in multiple with existing buildings should have their own independentbracing systems designed as indicated in steps 1 to 7 above.

Length ExtensionsBuilding length extensions to existing LRF and MRF buildings should be braced as if the extensionis a separate building, with the exception of one bay extensions. One bay extensions will befurnished as an end bay.



STANDARD GIRT LOCATIONS FOR LRF AND MRF BUILDINGS

500

0 N

OM

.

SL

2250

*10

00

175

0

165

1750

400

0 N

OM

.

225

0*

L

165

S

(200,250)

175

0

600

0 N

OM

.

2250

*

L

165

S

100

010

00

700

0 N

OM

.

175

022

50

*

LS

165

150

015

00

80

00

NO

M.

L

150

0

165

225

0*

S

175

010

00

150

0 32

165

SL32

SL

250

200

45 75 130

80

4m EAVE HT. 5m EAVE HT. 6m EAVE HT.

7m EAVE HT. 8m EAVE HT.

DETAIL−165mm GIRT

DETAIL−250mm GIRT

−200mm GIRT

DIMENSIONS IN mm

(200,250) (200,250)

(200,250) (200,250)

NOTE:*max: 1500 IF INSIDE LINER IS USED.

SUPPORT OF NON-FULL HEIGHT WALL PANELS

Standard Lindab Butler wall panels and wall structural components are designed such that theweight of wall panel is supported on the base angle at the foundation edge. Where wall panels do notattach to the foundation edge via a base angle, compensation must be made to transmit the weight ofthe wall panels and the effects of wind on the wall panel to the foundation.The most commonoccurrence of this detail is a Dado wall where there is no wall cladding below the first girt. Whenthis occurs, steps must be taken to compensate elsewhere in the construction for:

1) The vertical support of the wall panels.2) Restraint of the first girt against inward and outward deflection caused by wind pressure and

suction.3) Restraint of the first girt against rotation due to wind.

Note: Failure to make allowances for the above can result in damage to brickwork, insulation board or wall panels.



STANDARD ENDWALL POST SPACING FOR LRF AND MRFBUILDINGS

6 6

12

T.O. 3 T.O.

12<W<15

15<W<18

T.O.6T.O.

18<W<21

T.O. T.O.4.5 4.5

21<W<24

T.O. T.O.66

24<W<27

6T.O. T.O.63

27<W<30T.O.6T.O 66

30<W<36

6T.O. 6 T.O.66

36<W<42

6T.O. 6 66 T.O.6

GIRT CONNECTION TO BOTH SIDES OF ’I’ SECTION ENDWALL POST

SL

SL

GIRT CONNECTIONS AT "I" SECTION

CORNER POST

LS

ENDWALL IN STANDARD LOCATION (FIRE RATED WALL)

T.O.

DIMENSIONS IN m

= TURN OUT DIMENSION



SETBACK ENDWALL DETAILS FOR LRF AND MRF BUILDINGS

DD

GIRT CONNECTIONS AT ’I’−SECTION

RIGID FRAME

ENDWALL

2 NO. M12 x 30

CLIP2mm THK.

4 NO. M12 x 30

250 SIDEWALL GIRT

6mm THK.CLIP

250

CORNER/BRACING POST

SECTION B−BSL

C C

B B

D D

L

ENDWALLGIRT

S

CORNER POST

2 NO. M12 x 30

I−SECTION

LC SYM

(POSTS SET−BACK INSIDE GIRTS)

BEAM & POST

ENDWALL

CL SYM

SET−BACK ENDWALL STRUCTURAL COMPONENTS



SETBACK DETAILS FOR LRF AND MRF BUILDINGS

6 NO. M12 x 30

SL

ENDWALL GIRT

4 NO. M12 x 30

SL

LS

CLIP

SECTION C−C

250

(SET−BACK CONDITION)200, 250 GIRT CONNECTION TO ENDWALL POST

30

2

30

2

45

GIRT CLIP 6mm THK.

COLUMN OR POST

130

75

200

165 ENDWALLGIRT OR CHANNEL

1 NO. M12 x 30 GALVD.BOLT ASSYS

2 NO. M12 x 30

165 SIDEWALL GIRT

2 NO. M12 x 30

IN SET−BACK LOCATION

SECTION D−D

FLANGE BRACE INSTALLATION ON ENDWALL POST

CORNER POST

ENDWALL POST

1 NO. M12 x 30

50 x 50 x 2.5THKFLANGE BRACE

CLIP

VARIES

COLUMN

600

SL

GIRT CONNECTIONS AT RIGID FRAME ENDWALL


Section: 3 SECONDARY STRUCTURAL SYSTEM Revision Date: -

SECTION 3 – SECONDARY STRUCTURAL SYSTEM

PAGENUMBER

3.1 SECONDARY STRUCTURAL MEMBERS3.2 “Z” PURLIN AND GIRT SECTION PROPERTIES3.3 “C” SECTION PROPERTIES3.4 FLANGE BRACING

PURLIN SAG SYSTEM3.5 EAVE STRUT



SECONDARY STRUCTURAL MEMBERS

Secondary structural members include:- Purlins and Girts- Flange Braces- Sag System- Eave Member

PURLINS AND GIRTS

Purlins and girts are manufactured from hot dipped galvanised steel in accordance with EngineeringMaterial Specification A195. [Z 350]. This specification is not included in this manual and may berequested from Lindab Butler Building Systems.

Lip dimensions and hole locations, are shown on Drawing No B751821 titled “Z” Section FormingTolerances, and B751823 titled “C” Section Forming Tolerances. These drawings are not includedin this manual and may be requested from Lindab Butler Building Systems.

Pre – punched web and lower flange holes are provided for all standard purlin and girt to structure,secondary to secondary members and flange brace to secondary members connections.

Additional holes are pre-punched for MR-24® roof system, when there is no insulation spacersystem installed. Holes in upper flanges, for roof panel attachment will be at 75 mm centres on bayswhich have lengths which are divisible by 75 mm. Purlins for bays which are not divisible by 75mm will be supplied unpunched. Purlins are also available without holes in upper flanges as astandard offering. On overlapped purlins, the roof panel attachment holes are positioned so that inthe purlin overlap, the holes within the lap are in line. This is achieved by slightly staggering theline of holes from member to member. On the wider flanges these holes are 32 mm from the weband on narrower flanges the holes are 30 mm from the web.



“Z” PURLIN AND GIRT SECTION PROPERTIES

Dept

hThk

Flg

Flg

Depth [mm] 165 200 250Flg [mm] 66 66 66Flg [mm] 74 74 74Thk [mm] 2.0 2.5 1.5 1.8 2.0 2.5 1.5 1.8 2.0 2.5 3.0

DL [mm] 20.8 22.40 21.20 22.1 22.80 24.40 23.70 24.6 25.30 26.90 28.50

Weight [kg] 5.222 6.54 4.37 5.24 5.83 7.31 5.01 6.02 6.70 8.39 10.08

Area [mm2] 6.652 8.33 5.56 6.68 7.43 9.31 6.39 7.67 8.53 10.68 12.84

Zxx [mm3] 33.59 41.93 32.23 39.43 44.01 54.98 44.62 54.4 60.62 75.80 90.67

Zyy [mm3] 10.72 13.59 8.29 10.02 11.21 14.21 8.76 10.58 11.84 14.98 18.19

Ixx [mm4] 285.4 354.32 340.44 407.2 451.74 561.79 583.56 698.6 775.41 965.74 1154.44

Iyy [mm4] 76 96.06 59.16 71.36 79.73 100.66 62.71 75.56 84.40 106.41 128.73

Rxx [mm4] 65.5 65.20 78.23 78.07 77.96 77.68 95.58 95.43 95.33 95.07 94.81

Ryy [mm4] 33.8 33.95 32.61 32.68 32.75 32.88 31.33 31.39 31.45 31.56 31.66

Depth [mm] 300 350

Flg [mm] 82 92Flg [mm] 90 100Thk [mm] 2.0 2.5 3.0 2.0 2.5 3.0

DL [mm] 29.8 31.4 33 28.80 30.40 32.00

Weight [kg] 8.126 10.17 12.23 9.19 11.51 13.83

Area [mm2] 10.35 12.96 15.57 11.71 14.66 17.61

Zxx [mm3] 87.88 111.4 133.8 113.83 145.52 175.53

Zyy [mm3] 17.92 22.64 27.43 20.96 26.48 32.10

Ixx [mm4] 1369 1706 2041 2089.24 2606.12 3120.50

Iyy [mm4] 156.4 197 238 204.11 257.15 310.89

Rxx [mm4] 115 114.7 114.5 133.56 133.34 133.10

Ryy [mm4] 38.88 38.99 39.1 41.75 41.88 42.01



“C” SECTION PROPERTIES

Dept

hThk

Flg

Depth [mm] 165 200 250Flg [mm] 70 70 70Thk [mm] 1.5 2.0 2.5 1.5 1.8 2.0 2.5 1.8 2.0 2.5 3.0DL [mm] 24.2 25.7 27.3 18.2 22.1 19.8 21.4 24.6 25.20 26.80 28.50

Weight [kg] 4.02 5.38 6.73 4.43 5.24 5.93 7.43 6.02 6.69 8.40 10.08

Area [mm2] 5.13 6.85 8.58 5.64 6.68 7.55 9.46 7.67 8.53 10.70 12.84

Zxx [mm3] 25.07 34.99 43.88 33.04 40.01 44.31 55.5 54.8 61.59 77.10 92.39

Zyy [mm3] 7.94 10.69 13.51 7.00 9.11 9.50 12.1 9.9 11.00 13.79 16.92

Ixx [mm4] 221.12 262.5 362.78 330.4 407.54 443.10 555 699 775.48 962.32 1155.13

Iyy [mm4] 37.05 49.45 61.94 35.4 44.94 47.5 59.7 50.3 55.99 69.90 84.75

Rxx [mm4] 65.67 65.36 65.03 78.3 78.1 78 77.8 95.5 95.36 95.03 94.83

Ryy [mm4] 26.88 26.87 26.87 25.4 25.93 25.5 25.5 25.6 25.62 25.65 25.69

Depth [mm] 300 350Flg [mm] 86 96Thk [mm] 2.5 3.0 2.5 3.0DL [mm] 31.30 33.00 30.30 32.00

Weight [kg] 10.17 12.23 11.50 13.83

Area [mm2] 12.95 15.57 14.65 17.61

Zxx [mm3] 112.85 135.87 146.85 177.72

Zyy [mm3] 20.90 25.37 24.49 29.73

Ixx [mm4] 1706.25 2041.96 2605.90 3121.48

Iyy [mm4] 129.85 156.52 174.05 210.02

Rxx [mm4] 114.77 114.51 133.35 133.12

Ryy [mm4] 31.66 31.70 34.46 34.53



FLANGE BRACING

Flange braces provide lateral stability support to the compression flange of the primary frame. Theyare cold formed galvanized steel angles 2.5 mm to 4.0 mm thick. Flange brace locations and size aredetermined by design and indicated on the erection drawings.

HOLE NO. 1HOLE NO. 2

2 NO. PER FLANGE BRACEM12 x 30 GALVD BOLT ASSYS

50

22

PURLIN OR GIRT

CL FRAME

FLANGE BRACE50 x 50 x 2.5 THK.STD.

50

20

25

20

40PURLIN OR GIRT

FLANGE BRACE

PURLIN SAG SYSTEM

Sag Channels or Sag Tubes are required to provide lateral stability, prevent twisting and helperection alignment of the roof purlin system. Sag Channel or Sag Tube locations are determined bydesign and indicated on the erection drawings.Standard locations are as follows:3.75 m to 7.5 m bays – 1 row7.50 m to 9.0 m bays – 2 rows

SAG CHANNEL

SAG TUBE

8Ø x 140mm



EAVE STRUTS

Eave struts are cold – formed galvanized “C” or “Z” Sections.

EAVEANGLE

SL

EAVEPURLIN

GIRT

PURLIN


Section: 4 ANCHOR BOLTS AND EDGE DETAILS Revision Date: -

SECTION 4 – ANCHOR BOLTS AND EDGE DETAILS

PAGENUMBER

4.1 ANCHOR BOLTS AND FOUNDATION LOADS4.2 FOUNDATION EDGE DETAIL



ANCHOR BOLTS AND FOUNDATION LOADS

The design and construction of the foundation is extremely important to the integrity of the LindabButler building system. To achieve an economical foundation design, the designer must consider allaspects of design:

- allowable soil pressure- compressive strength of the concrete- strength of steel reinforcing- length and shape of anchor bolts- method of interfacing the anchor bolts with the steel reinforcing.

Because the foundation design is unique for each building design and location, Lindab Butler doesnot assume the responsibility for the design, materials or workmanship of the foundation.

Anchor bolt layout drawings prepared by Lindab Butler are intended to show only location, diameterand projection of anchor bolts required to attach the Lindab Butler building system to thefoundation. Lindab Butler will provide the loads imposed by the building on the foundation. It is theresponsibility of the Lindab Butler Builder to ensure that adequate provisions are made forspecifying bolt embedment, bearing angles, tie rods, and other associated items embedded in theconcrete foundation, as well as the foundation design for the loads imposed by the Lindab Butlerbuilding system, other imposed loads, and the bearing capacity of the soil and other conditions of thebuilding site. Lindab Butler does not provide anchor bolts, nuts or washers. This is the responsibilityof the Lindab Butler Builder.

Notes:The following information or guidelines are offered to ensure proper erection and performance ofthe Lindab Butler building system:

1) Give top of foundation a trowel finish. The foundation must be square, level, and smooth.

2) Anchor bolts must be located by means of a template. DO NOT hand set anchor bolts.

3) Anchor bolts must be hard set into the foundation, Lindab Butler does not recommend theuse of flexible cones.

4) Foundation design, anchor bolts, nuts, and washers are not supplied by Lindab Butler.Anchor boltembedment length and reinforcing steel required to provide for all reactions must bedesigned by a qualified foundation design engineer.

5) Caution: Rigid frames have both horizontal and vertical reactions acting at the base of thecolumns. Failure to make adequate provisions for all reactions can result in foundationfailure.

6) Specific Anchor Bolt Layouts prepared by Lindab Butler include General Notes whichmust be adhered to by the designer of the foundations.



FOUNDATION EDGE DETAILS

Due to changes in Building Regulations Part L2 (England and Wales) and Part J (Scotland), LindabButler have revised all standard foundation edge details in order to achieve regulatory compliancewith thermal bridging and air leakage. It is now critical that the finish to the foundation edge mustbe of a high standard to allow for base angle and thermal break installation and to provide aconsistent line for the wall panel overlap.

For most standard applications the edge of the foundation will be the Structural Line i.e., the exteriorface of the wall structural members, the only exceptions being with horizontal composite wall panelswhich, due to having vertical support sections fixed to the wall structural members, require thefoundation edge to be extended a further 50 mm past the structural line. Also the Firewall conditionwith trapezoidal panels requires the foundation edge to be extended a further 120 mm, for Englandand Wales, or 140 mm for Scotland. These details are not obligatory for the rest of Europe, but,strongly recommended to avoid cold bridging at the wall panel base.

foun

datio

n ed

ge

SLBuild ing W idth / Building Length

FFL

120 / 140 mmBuilding W idth / Building Length

FFL

SL

foun

datio

n edg

e

B uilding W idth / Build ing Length

FFL

Build ing W idth / Building Length

foun

datio

n edg

e

SL50mm

FFL

foun

datio

n edg

e

SL

Vertical Trapezoidal Wall Panel plus Liner Vertical Trapezoidal Wall Panel plus Liner Standard Condition Firewall Condition

Vertical Composite Wall Panel Horizontal Composite Wall Panel


Section: 5 ROOF SYSTEMS Revision Date:

SECTION 5 – ROOF SYSTEMS

PAGENUMBER

5.1 MR-24® ROOF WITH LINER PANEL SYSTEM5.2 MR-24® ROOF WITH FACED BLANKET INSULATION5.3 MR-24® STANDING SEAM ROOF SYSTEM5.4 MR-24® ROOF SYSTEM LIMITATIONS5.5 MR-24® ROOF SYSTEM HAND SEAMER5.6 PANEL REPLACEMENT/OR EXTENSION

5.7 LTP 38 ROOF WITH LINER PANEL SYSTEM5.8 LTP 38 ROOF WITH FACED BLANKET INSULATION5.9 LTP 38 ROOF SYSTEM5.10 LTP 38 ROOF SYSTEM LIMITATIONS

5.11 LTP 45 ROOF SYSTEM5.12 LINER 1000 SYSTEM5.13 LINDAB BRIDGE SYSTEM


Section:5 ROOF SYSTEMS Revision Date: -

MR-24® ROOF WITH LINER PANEL SYSTEM

clipbridge

’Z’ purlin

barbridge

Liner Panel

unfaced insulation

MR−24 clip

MR−24roof panel

R

R

The built up MR-24® roof system is a field assembled double skin roof system based on a MR-24®

standing seam outer panel with a roll-formed internal Liner Panel. The panels are separated by theLindab Bridge System allowing the cavity to be filled with glassfibre insulation.

When installed, the MR-24® forms a "floating" roof i.e. one that acts independently of the roofstructural components. In place, it forms a weather-tight roof system, which allows for thermalexpansion and contraction. There are no fasteners that pierce the panel membrane except at theeave and ridge closures. The panels are jointed together with a double lock-seam and connected tothe structure with a unique clip formed into the seam.

The MR-24® Roof plus Liner Panel system has been designed to provide regulatory compliancewith U-values, thermal bridging, air leakage and insulation continuity to the approved standardsuitable for the intended use of the building.



Thermal Transmittance ValuesThe units of Thermal Transmittance are: Watts per square metre degree Kelvin [W/m²K].The symbol for Thermal Transmittance is referred to as the U – Value.

Application Insulation Thickness U - Value80 mm 0.43

100 mm 0.35120 mm 0.30160 mm 0.25

MR-24® Roof + Liner Panel

200 mm 0.20

Values were calculated using HEAT3 computer finite element analysis programme. HEAT3 meetsthe standard requirements in EN ISO1021 1-1 “Thermal bridges in building construction – Heatflows and surface temperatures – Part 1 General calculation methods”.

Note: Nominal purlin spacing is assumed to be 1.5 m.



MR-24® ROOF WITH FACED BLANKET INSULATIONR MR−24

roof panelMR−24 high clip unfaced insulation

faced insulation’Z’ purlin

spacer block

insulation: one layer − 60f

insulation: two layers − 50f/5060f/60

80f

R

R

roof panelMR−24

’Z’ purlinfaced insulation

unfaced insulation

bridge system

MR−24 low clip

bridge system: 80100

− insulation: 100f/6060f/80/60

R

MR-24® roof systems are designed for use with faced blanket insulation with or without LindabBridge System.The "insulated purlin" condition consists of a high density expanded polystyrene spacer blockinserted between the purlin flange and the tray of the MR-24® panel to minimize the "cold bridge"between the panel and purlin systems.




Application Insulation Thickness U - Value60 mm 0.5680 mm 0.51

100 mm 0.41120 mm 0.38160 mm 0.23

MR-24® Roof + FacedInsulation

200 mm 0.20

Values were calculated using HEAT3 computer finite element analysis programme. HEAT3 meetsthe standard requirements in EN ISO1021 1-1 “Thermal bridges in building construction – Heatflows and surface temperatures – Part 1 General calculation method”.

Note: Nominal purlin spacing is assumed to be 1.5 m.



MR-24® STANDING SEAM ROOF

GeneralMR-24® is a single skin roof panel system, which will serve as an un-insulated, or, when installed,with a liner panel and insulation, an insulated roof system. When installed, MR-24® forms a"floating" roof i.e., one that acts independently of the roof structure. It forms a weather tight roofsystem, which allows for thermal movement. There are no fasteners that pierce the panel membraneexcept at the eave and ridge closures. The panels are jointed together with a double lock-seam andconnected to the structure with a unique clip formed into the seam.

Materials and DimensionsMR-24® is a 600 mm wide factory roll-formed panel with two 50 mm high major corrugations, 70mm to the top of the seam. Panel lengths are only restricted by transportation limits. The flat of thepanel contains cross flutes at 150 mm centres perpendicular to the major corrugations, to improvewalk ability.

600

48060 60

430 FLUTING

80

3050

4020 20

8232

50

40

150

150

CFL

UTE

L

150

150

PANEL DIMENSIONS

MR−24 ROOF PANEL SECTION PROFILE



MR-24® is available in the following materials:

- 0.66 mm steel coated both sides with a layer of aluminium-zinc alloy (approximately 55%aluminium, 45% zinc) applied by the continuous hot dip method. Minimum 185 g/m2 asdetermined by the triple spot test per ASTM specification A90.

- 0.75 mm steel coated both sides with a layer of aluminium-zinc alloy (approximately 55%aluminium, 45% zinc) applied by the continuous hot dip method. Minimum 185 g/m2 asdetermined by the triple spot test per ASTM specification A90.

- Aluminium alloy 0.9 mm thick in mill finish or stucco embossed finish. Alloy 3005 or 5251to BS EE 485-2 :1995. Yield Stress = 190N/mm²; Ultimate Tensile Stress = 210N/mm²;Minimum Elongation = 8% in 50 mm.

The maximum standard panel length is 13.5 m. Longer lengths can be supplied through specialtransport arrangements.

MR-24® Panels are factory pre-punched to match the pre-punched holes in the eave structuralmember. Panel end splices are factory pre-punched and pre-notched for ease of installation.

Panel end splices must not be fixed to the structure in order to allow the roof to expand andcontract.

Load Capacity Table

Allowable Panel Loads - kN/m²

Purlin Spacing (m)Material Load1.2 1.3 1.4 1.5

Live 4.63 3.94 3.33 2.94Steel(0.66 mm) Wind Uplift 2.71 2.37 2.04 1.70

Live 4.55 3.88 3.34 2.90Aluminium(0.9 mm) Wind Uplift 2.39 2.09 1.80 1.50



Panel Attachment and SeamingThe Pittsburgh double-lock seam at the panel side lap is made with a patented self-propelled roll -forming machine called a Roof Runner. After all panels are installed, the result is comparable to asingle metal membrane covering the entire roof area. The MR-24® panels are nested together thenroll seamed by a portable Roof Runner.

The panel is secured to the roof structure with a galvanised clip incorporating interlocked stainlesssteel sliding clip tabs. The clips are fastened to the structure with scrubolts and the clip tabs areseamed into position allowing the tabs movement within the clip, thus permitting expansion andcontraction of the roof system.

SEALANTFACTORY INSTALLED

Stainless steel scrubolts are used to anchor the panel securely to the eave member, thus forcing allexpansion and contraction to occur towards the ridge. Fasteners that pierce the weather membraneoccur only at the eave member and ridge panel closure.

Roof Runner



Expansion and ContractionThe natural forces of expansion and contraction are often the cause of roof leaks. As temperatureschange, the roof expands or contracts. Unless the roof is designed to accommodate this movement,fasteners will work loose on metal roofs, and cracks, blisters and splits will appear on built-up roofs.On standard building widths with aluzinc roof panels the built in expansion and contractionprovision of the MR-24® Roof System is adequate. Additional expansion and contraction provisionmay be necessary where the run of panels (single slope) exceeds 60 m.

Because of the higher rate of expansion and contraction for aluminium roof panels, a review of theexpansion and contraction potential will be made on all standard buildings in excess of 60 m wideand on special applications where the run of panels (single slope) exceeds 30 m.

Provision for thermal expansion movement of the MR-24® roof system panel is accomplished bythe use of clips with movable factory centred, stainless steel tabs, to assure full movement in eitherdirection. A force of no more than 3 kilograms will be required to initiate tab movement. Each clipshall accommodate a minimum of 30 mm thermal movement in either direction.

The roof shall provide for thermal expansion/contraction without detrimental effect to the roof panelwhen there is a ±55°C temperature difference between the inside of the building and the temperatureof the roof panels.

Thermal Movement in mmAluminium SteelPanel Run

(m) TotalExpansion / Contraction

TotalExpansion / Contraction

10 16 815 24 1320 32 1725 40 2130 48 2535 56 2945 - 3860 - 5070 - 59

Building Lengths Not Divisible By 600 mmSpecial flashings up to 5000 mm long and a maximum width of 600 mm are available. Lap jointsmust be located over a purlin and fixed with site modified panel straps and splice plates.



Ridge DetailThe ridge assembly is designed to allow roof panels to expand and contract lengthwise as the roofpanel temperature changes. Components are factory pre-punched for correct field assembly. Panelclosures and interior reinforcing straps are installed to seal the panel end at the ridge. The ridgecover spans from panel closure to panel closure and flexes as the roof system expands and contracts.

cranked ridge liner panel

buildingCL

’Z’ purlin

MR−24 clip

unfaced insulation

R

roof panelMR−24

RMR−24 ridge cap

R

bridge system

profiled panel closure

liner panel



Panel SpliceMR-24® is one of the few roof systems available where a panel splice can be incorporated withoutcompromising the integrity of the roof. Factory pre-punched holes and pre-cut notches allow thepanels to be nested together and fixed using a panel splice plate and reinforcing strap. Endlaps,when required, are staggered so as to avoid a four panel lap splice condition.

flange nuts

panel strap

splice panel

10mm bead gungrade sealant

25mm wide panlastic ribbon

System DesignAll components of the MR-24® roof system shall be designed in accordance with good engineeringmethods and practices.Panels shall be designed to support design live and wind loads.All endwall trim and roof transition flashings shall allow the roof panel to move relative to the wallpanel and/or the parapet as the roof expands and contracts with temperature change.

The MR-24® roof panels shall not be considered to be a safe work platform until completely securedto the structural system. Therefore, walk boards or other safety equipment as required by safetystandards shall be provided by the erecting contractor to provide for worker safety during panelinstallation.

System InstallationPanel clips shall be positioned by matching the hole in the clip with the prepunched holes in thesecondary structural members.

Panel shall be positioned and properly aligned by matching the prepunched holes in the panel endwith the prepunched holes in the eave structural member and by aligning the panel with the panelclip.



Panel sidelap shall be field-seamed using a self-propelled and portable electric lock seamingmachine called a Roof Runner. The machine field forms the final 180 degrees of a 360 degreePittsburgh double-lock standing seam. All sidelap sealant shall be factory applied.

Panel endlap, when required, shall be at least 150 mm, sealed with Lindab Butler sealant andfastened together by clamping plates. The panel lap shall be joined by means of a two-piececlamped connection consisting of a bottom reinforcing plate and a top panel strap. The panel endlapshall be located directly over, but not fastened to, a supporting secondary roof structural memberand be staggered, so as to avoid a four panel lap splice condition.

150 MR−24 overlap

continuous masticseal 25

bridge system

MR−24 roof panel125R

R

FastenersConnection of MR-24® roof system panel-to-structural member, except at eave, shall be made withclips with movable stainless steel tabs that are seamed into the standing seam sidelap.

Panel clip shall be fastened to structural member with Scrubolt fastener as per Lindab Butler'serection instructions, using factory pre-punched hole in structural member. Scrubolt fastener shallcontain a metal backed rubber washer, which serves as a torque indicator.

Exposed fasteners penetrating the metal membrane at the following locations shall not exceed thefrequency listed:

Fastening System FrequencyBasic Panel System 0 per metre.Exterior Eave Gutter 4 per panel.Panel Splice 4 per splice.

In lieu of prepunched secondary structural members and panels, pre-drilling of the structuralmembers is mandatory in order to maintain proper alignment of the roof system.



AccessoriesAccessories i.e. ventilators, LITE*PANL, gutters, fascias can be supplied as standard by LindabButler, unless otherwise specified.

The colour coating on all gutters, downspouts, gable trim and eave trim will be Lindab Butlerstandard colour finish system, unless otherwise specified.

Location of standard accessories will be as shown on erection drawings as furnished by LindabButler.

Material used in flashing and transition parts can be supplied as standard by Lindab Butler or tocustomer specification.

Performance TestingDeutsches Institut fur Bautechnik , Berlin certificate No Z-14.1-399,for steel panel and No Z-14.1-400 for aluminium panel.

Energy ConservationPurlins shall be insulated so as to minimise "thermal short circuit" between purlin and roof panel.The heat loss (thermal short circuit) caused by compression of the blanket insulation betweenstructure and panel is minimised by the use of a spacer block or Lindab Bridge System at eachpurlin location.


Section: 5 ROOF SYSTEMS Revision Date: -

MR-24® ROOF SYSTEM PARAMETERS

Building WidthThe MR-24® roof system has been developed for buildings less than 120 m wide [for steel roofs],60 m wide [for aluminium roofs], having a gabled roof with centred ridge, or a single slope notexceeding 60 m in width [for steel roofs], 30 m in width [for aluminium roofs] and designed to meetmost live and wind load codes across Europe.Additional provisions for expansion and contraction will be required for buildings exceeding theabove limitations.

Building LengthNo special roof expansion provisions are normally required. Slots in the ridge parts and thecorrugation in the panels usually provide adequate movement for thermal expansion.If there is a structural expansion joint in the building framing in the building length direction (i.e.double frame, slotted purlin, etc.) a roof panel expansion joint must be built into the roof at the samelocation.

Roof SlopeThe MR-24® roof system is specifically designed for a minimum 1° roof slope.For roof slopes between 1° and 5°, colour coated steel panels are not recommended due to thepotential for water ponding on roofs.For steep slopes there are no particular MR-24® panel seaming or Roof Runner seaming machinelimitations.

Clearance for Roof Runner Seaming MachineClearance of 450 mm must be provided at each end of all panels for starting and removing the RoofRunner seaming machine. A hand seamer is available from Lindab Butler for completing seams notaccessible to the electric machine.Clearance of 150 mm at each side of a seam is required for machine clearance

450 110 150

MINIMUM START/END CLEARANCE MINIMUM SIDE CLEARANCES



Panel LengthGenerally MR-24® panels will be provided up to a maximum length of 13.5 m to comply with siteHealth and Safety regulations and safe working practices. Longer panels are available, howeverspecial shipping arrangements and erection methods must be considered.Liner panels will be supplied a maximum length of 4.7 m due to handling restrictions.Length tolerance is +3 mm for all panels.Panels will be a minimum of 1.5 m long due to manufacturing limits. Single span panels are notrecommended.

Material ThicknessThe maximum material thickness that can be seamed is 0.9 mm in aluminium and 0.75 mm in steel.

Panel OverhangThe maximum length of unsupported panel is 225 mm.

Small Buildings.Buildings with a maximum roof slope of 1.5° and 12 m wide or less, including any overhang, do notrequire an expansion joint at the ridge (i.e. ridge cap is omitted, the panel curves over the ridge).

Curved Roof BuildingsSteel roofs can be installed on curved roof buildings up to a minimum radius of 45 m.Aluminium roofs can be installed on curved roof buildings up to a minimum radius of 30 m.

High HumidityBuilding with medium to high relative humidity, i.e. above 30%, and an outside temperature of 0°C,the use of a vapour barrier is recommended, placed on the upper side of the Liner panel.When interior building conditions are to be controlled at or near 50% relative humidity, werecommend a careful review by the architect and heating contractor.



MR-24® ROOF SYSTEM HAND SEAMER

The Hand Seamer is a manually operated, mechanical tool used to seam MR-24® roof panelstogether where clearance problems restrict the use of the Roof Runner seaming machine. It isavailable through Lindab Butler as a purchased item .Two different Hand Seamers are available:

- Part No 0754567 is for use on aluminium roofs only.- Part No 0754564 is for use on steel roofs only.

Incorrect use of the Hand Seamer will result in damage to the Hand Seamer and could cause a badlyformed seam.Common areas requiring this use of the Hand Seamer are:

- Parapet wall- Stepped roof transition- Interior gutter- Curb- Vent- Fascia- Any other obstacles prohibiting the starting or finishing of a normal seaming operation.

Note: Use the Hand seamer first (before using the Roof Runner seaming machine), especially at the eave (or downslope)end of seam.

HAND SEAMER

STRUCTURAL INTERFERENCEWALL OR



PANEL REPLACEMENT/OR EXTENSION

The following method is used for both endwall extensions and for areas where a roof is beingreplaced.

The drawings on the next two pages describe this method. Drawing No. A-761825 covers thepreparation (step one) and the mastic application (step two) of this procedure. Drawing No. A-761826 covers the fastener application (step three) and the seaming operation (step four) tocomplete the panel installation.

Both of these drawings contain notes in numerical sequence to help install the panels in the correctorder.

Particular attention should be given to the seaming operation (step four). A connection such as thatshown in Section ”B” will require the Roof Runner to be run from the ridge to the eave, which isopposite from normal operation.



Drawing No. A-761825



Drawing No. A-761826



LTP 38 ROOF WITH LINER PANEL SYSTEM

bridge clip

’Z’ purlin

bridge barunfaced insulation

LTP 38 roof panel

Liner panel

GeneralThe built up LTP 38 Roof System is a field assembled double skin roof system based on a LTP 38trapezoidal outer panel with a profiled liner panel. The panels are separated by the Lindab BridgeSystem allowing the cavity to be filled with one layer or two layers of insulation.

The LTP 38 Roof plus liner panel system has been designed to provide regulatory compliance withU-values, thermal bridging, air leakage and insulation continuity to the approved standard suitablefor the intended use of the building.

Expansion and ContractionThe LTP 38 Roof System is designed to provide for expansion and contraction caused by ± 55 °Ctemperature differential in a steel panel, 12 m nominal length (typical maximum panel length).Expansion and contraction is provided by factory pre-punched holes at the edge of the panel (roundholes in the top panel and slotted holes in the bottom panel) and by "purlin roll" at the intermediatepanel to structural connections. This will allow thermal movement of the panels without detrimentaleffect to the roof.





100 mm 0.35120 mm 0.31140 mm 0.25160 mm 0.24

LTP 38 Roof + LinerPanel

200 mm 0.19


Note: Purlin spacing is assumed to be the Lindab Butler standard 1.5 m.



LTP 38 ROOF PANEL WITH BLANKET INSULATION

roof panel

faced insulation ’Z’ purlin

insulation: one layer − 60f

LTP 38roof panelunfaced insulation

bridge system

faced insulation ’Z’ purlin

− insulation: 50f/5060f/60

LTP 38 Roof System is designed for use with faced blanket insulation with or without the LindabBridge System.

If the insulation is applied in two separate layers, the lower layer must be faced insulation and theupper layer is unfaced.




Application Insulation Thickness U - Value Lindab BrideSystem

60 mm 0.68 No80 mm 0.56 No

100 mm 0.41 YesLTP 38 Roof + Faced

Insulation120 mm 0.38 Yes


Note: Nominal girt spacing is assumed to be 1.5 m.



LTP 38 ROOF PANEL

38

333.3

87.3 123

1000

32.573

123

333.4333.3

GeneralThe LTP 38 roof panel is a precision roll formed panel as supplied by Lindab Butler and installed inaccordance with the recommendations provided by Lindab Butler.

DescriptionLTP 38 is a 1000 mm wide factory roll-formed panel with four 38 mm high major corrugations. Thedistance between the major corrugations is 333 mm. The flat of the panel contains two additionalcorrugations.Panels shall be of maximum length, up to 13.5 m so as to minimise panel end laps. Length toleranceis +3 mm for all panels.One outside corrugation shall be formed as an overlapping corrugation. The other outsidecorrugation shall be formed as a full underlapping corrugation, which will provide a bearing supportto the side lap and also incorporates a continuous length sealant groove.The panels shall be fabricated with square cut ends.The panels shall be factory prepunched, the top panel with a round hole and the bottom panel with aslotted hole, to allow for expansion and contraction, and also panel alignment. The slotted holes willallow thermal movement of the panel without detrimental effect to the roof.Ridge panels, with a cross section to match the roof panel, will be supplied factory pre-cranked tosuit the required roof slope up to a maximum of 12°.



Panel DesignPanel design shall be in accordance with the relevant Eurocodes and in accordance with best knownEngineering methods and practices.The panel shall be designed to support a 0.9kN load evenly distributed over a square having sides of125 mm.

Load Capacity Tables (Ultimate capacity values)

Gravity Load in kN/m² (Defection limit = L/200)SpanSheet

ThicknessWeightKg/m²

SpanCondition 0.9m 1.2m 1.5m 1.8m 2.1m

Single 4.465 3.348 2.167 1.505 1.106Double 4.075 2.650 1.872 1.396 1.083

0.54mmSteel

(Aluzinccoated)

5.3Multi 4.167 2.910 2.070 1.552 1.210Single 3.673 2.755 1.809 1.256 -Double 2.959 1.888 1.314 0.969 -

0.5mmSteel

(Colourcoated)

5.13Multi 3.248 2.091 1.465 1.086 -Single 5.326 3.980 2.547 1.769 1.300Double 4.695 3.042 2.142 1.594 1.234

0.6mmSteel

(Colourcoated)

6.1Multi 4.971 3.340 2.372 1.775 1.380

Suction Load in kN/m2 (Defection limit = L/200)SpanSheet



Single 7.100 3.994 2.556 1.775 *1.166Double 5.579 3.240 2.106 1.475 1.089

0.54mmSteel

(Aluzinccoated)

5.3Multi 6.382 3.735 2.437 1.711 1.266Single 4.494 2.528 1.618 1.123 -Double 4.639 2.698 1.755 1.230 -

0.5mmSteel

(Colourcoated)

5.13Multi 5.302 3.109 2.031 1.426 -Single 7.940 4.466 2.858 1.985 *1.346Double 6.581 3.816 2.479 1.735 1.281

0.6mmSteel

(Colourcoated)

6.1Multi 7.534 4.402 2.870 2.014 1.489

* controlled by deflection

Panel Material and FinishStandard panel material options include:

1) 0.54 mm steel coated both sides with a layer of aluminium-zinc alloy (approximately 55%aluminium 45% zinc) applied by the continuous hot dip method. Triple-spot minimum 185grams per square metre as determined by the triple-spot test per ASTM Specification A90.

2) 0.5 mm Polyester colour coated steel.



3) 0.6 mm Top Coat 50 (high build Polyester) colour coated steel.

4) 0.8 mm mill finished aluminium alloy, conforming to BS1470, Alloy 3103.

Expansion and ContractionThe LTP 38 Roof System is designed to provide for expansion and contraction caused by ± 55 °Ctemperature differential in a steel panel, 12 m nominal length (typical maximum panel length).Expansion and contraction is provided by factory pre-punched holes at the edge of the panel (roundholes in the top panel and slotted holes in the bottom panel) and by "purlin roll" at the intermediatepanel to structural connections. This will allow thermal movement of the panels without detrimentaleffect to the roof.

Panel Splices

LTP 38 top panel

150 LTP 38 overlap

10050continuous mastic

seal

bridge system

LTP 38 lower panel

END LAP

The LTP 38 Roof System has one outside overlapping corrugation and one outside underlappingcorrugation with a full purlin bearing support leg and a continuous sealant groove.All side and end lap conditions are fully sealed, preventing the entry of capillary moisture.

SIDE LAP

direction of erection

full underlapping corrugation

overlapping corrugation

in continuous sealant groovepanlastic tape mastic

LTP 38 roof panel

with purlin bearing support leg



Ridge Detail

’Z’ purlin

buildingCL

unfaced insulation

LTP 38 roof panelcranked LTP 38 ridge panel

bridge system

liner panel


Cranked ridge panels to match the LTP 38 profile are utilised to provide continuous cladding fromeave to eave.The ridge panel splice occurs over the first purlin on either side of the building ridge.Cranked ridge panels are used on roof slopes up to a maximum of 12°. Roof slopes over 12° willutilise a ridge cover trim with rubber closures to seal the ridge area.



FastenersAll fasteners must be installed with suitable tools, and in accordance with the recommendations ofthe manufacturer.Panel-to-structural fastener connections are made with stainless steel self-drilling screws, completewith 19 mm washers.Panel to panel connections are generally made with stainless steel self-drilling stitching screws,complete with 16mm washers.

Panel to panel connections at the pre-punched end lap are made with Lindab Butler self-clinchingaluminium Lockrivet fasteners, 19 mm diameter low profile head with sealing washer.Fastener locations will be shown on erection drawings, provided by Lindab Butler.

When Aluminium panels are used, all roof fasteners will be Lindab Butler self-clinching aluminiumLockrivets, 19 mm diameter low profile head with sealing washer. All panel to structural connectionwill align with pre-punched holes in the structural system.

Panel ApplicationThe structural system must be square and plumb before roof panel installation commences.Panels shall be aligned and installed in accordance with erection drawings provided by LindabButler.Panel shall be positioned and aligned to hold the 1000 mm module throughout the building length.Side laps will be at least one full corrugation.End laps will be at least 150 mm and will always be designed to fasten together and over a structuralmembers.The ridge panel splice shall occur over the first purlin on either side of the building ridge.All panel side and end lap conditions shall be sealed with Panlastic sealant (weather sealingcompound) to prevent the entry of capillary moisture.Panels shall be sealed at eave with a suitable closure. Rubber closures are available as an optionwhere tighter closure is required.Eave panels shall extend beyond the building structural line.

AccessoriesAccessories, i.e., ventilators, skylights, eave and gable trim, gutters and curbs, can be supplied asstandard by Lindab Butler, unless otherwise specified.The paint coating on all gutters, downspouts, gable trim and eave trim will be exterior quality paintsystem.Location of standard accessories will be as shown on erection drawings as furnished by LindabButler.



LTP 38 ROOF SYSTEM PARAMETERS

Building WidthThe LTP 38 roof system is designed for buildings with a maximum width of 110 m or less, having agabled roof with ridge, or a single slope not exceeding a maximum of 55 m in width. Widerbuildings will require the use of special details to accommodate thermal expansion and contraction.

Building LengthNo special roof expansion provisions are normally required. The corrugations in the panels provideadequate movement for thermal expansion in normal conditions.If there is a structural expansion joint in the building length direction (i.e. double frame, slottedpurlin, etc.) an expansion joint must be built into the roof and sidewall trim/gutter at the samelocation.

Roof SlopeThe LTP 38 roof system is specifically designed for a minimum 2° roof slope.Cranked ridge panels to match the LTP 38 profile are used on roof slopes up to a maximum of 12°.Roof slopes over 12° will utilise a ridge cover trim with rubber closures to seal the ridge area.

Building Design LoadsThe LTP-38 roof system is designed to meet most live and wind load codes across Europe.

Panel LengthPanels will be provided up to a maximum length of 13.5 m to comply with site health and safetyregulations. Length tolerance is +3 mm for all panels.Panels will be a minimum of 1.0 m long due to manufacturing limits.Single span panels are not recommended.

Panel OverhangThe maximum length of unsupported panel is 225 mm.

High HumidityWhen building location will be exposed to 30% relative humidity and outside temperatures of 0°C,we recommend a careful review by the architect and heating contractor.When interior building conditions are to be controlled at or near 50% relative humidity, the use ofthe LTP 38 roof system is not recommended. The MR-24® roof system may efficiently handle theseconditions if all parameters of the desired environment are reviewed.



LTP 45 ROOF PANEL

DescriptionLTP 45 is a 900 mm wide factory roll-formed panel with five 45 mm high major corrugations. Thedistance between major corrugations is 180 mm. The panel thickness is 0.5 mm or 0.6 mm and isavailable in polyester pre-painted steel or Top Coat high built polyester pre-painted steel. Panels arefixed to the structure by self-drilling screws. Sidelaps are joined using self-drilling screws. The LTP45 is suitable for roof slopes from 6 degrees (1:10).

Load Capacity Tables (Ultimate values)

Gravity Load in KN/m² (Deflection Limit = L / 200)SpanSheet



Single 6.239 4.680 3.576 2.483 *1.6510.5mmSteel 5.35 Double 5.478 3.583 2.541 1.902 1.479

Single 9.036 6.777 5.074 *3.423 *2.1550.6mmSteel 6.43 Double 7.799 5.099 3.616 2.706 2.104

Suction Load in KN/m² (Deflection Limit = L / 200)SpanSheet




Single 14.14 7.955 5.091 *3.423 *2.1550.6mmSteel 6.43 Double 12.12 7.241 4.779 3.378 2.509




LINER 1000

GeneralLiner 1000 is a precision roll-formed panel supplied by Lindab Butler and installed in accordancewith the recommendations of Lindab Butler. The panel is intended for internal use as a liner panel.

DescriptionLiner 1000 is a 1000 mm wide factory roll-formed panel with three 19 mm high major corrugations.The distance between major corrugations is 333 mm.Panel lengths are variable up to 4.700 metres maximum due to possible handling restrictions.Length tolerance is +3mm for all panels.Panels will be unpunched for self-drilling screw type fasteners.

Panel MaterialPanels are formed from 0.4 mm painted steel coil, 25 microns [nominal] coating of "Bright White"Polyester on the visible side and a light grey backing coat on the internal surface. The base materialis hot dipped galvanised steel FeE250 G grade with a Z275 coating and a minimum yield strength of250 N/mm2, or Aluzinc substrate with 150 gm coating and a minimum yield strength of 250 N/mm2.

19

87.3 123123

64

333.3333.4

26

333.3

1000

Colour Side



Fragility of Roof Liner Panels Class – Non Fragile AssemblyCondition Span

Light Panels Span 0.6m 1.2m 1.5m 1.575mY C C CN Single C C CY C CN Double C C

Fire PerformanceLiner 1000 has a Class 1 rating for surface spread of flame when tested in accordance with BS 476Part 7 and Class 0 non-combustible rating when tested in accordance with BS 476 Part 4.

Expansion and ContractionLiner 1000 is subject to the same internal temperature as the structure, it is considered unnecessaryto allow for expansion and contraction.

Panel ApplicationThe structural system must be square and plumb before roof panel installation commences.Panels shall be aligned and attached in according with erection drawings provided by Lindab Butler.Panels shall be positioned and aligned to hold the module throughout the building length.Panels shall be sealed at base, top of wall and roof eaves with foam closures.Panels will be unpunched for self-drilling screw type fasteners.

Curved RoofsUse of the standard Liner 1000 is not recommended on curved roofs below 70 m radius .

Panel Splices

100 liner overlap

30

sealcontinuous mastic

bottom liner panel

’Z’ purlin

top liner panel70

END LAP

mastic sealfoil backed

underneath corrugation

with bearing legoverlapping corrugation

SIDE LAP

Liner 1000 has one under lapping side corrugation and one overlapping side corrugation with a fullbearing support leg.All side and end laps are fully sealed, forming an efficient moisture vapour barrier.



Ridge Detail

’Z’ purlin


LC buildingLiner 1000Liner 1000

standard lap withcontinuous mastic seal

Panel Width OptionsPanels are also available in widths of 600 mm (Liner 600) and 900 mm (Liner 900) for certainapplications, notably when used with MR-24® light panels on a 300 mm module.

26

300

64

110 11080

19

Cranked ridge panels to match the Liner 1000 are utilised to provide continuous cladding eave toeave on roof slopes up to a maximum of 12°.Ridge panel splice shall occur over the first purlin on either side of the building ridge.Roof slopes over 12° will utilise a ridge flashing sealed with foam closures.



LINDAB BRIDGE SYSTEM

bridge beam

bracketsupportbridge

Lindab Bridge SystemThe bridge system is an insulation spacing system, which provides thermally efficient roof systemswith minimal cold bridging. The bridge system comprises of two basic components i.e. the bridgebeam and the bridge support bracket.

Bridge BeamThe Bridge Beam is a 1.35 mm thick roll formed hot dip galvanised steel section, in accordancewith EN 10147,1995 grade S350GD + Z275 N-A-C.The properties of the steel have subsequently been enhanced by an embossing process to workharden the steel, which gives additional strength and fastener grip.The bar has spigot ends which fit neatly into the adjacent Bridge Beam and when installed form acontinuous beam.

Bridge Support BracketThe Bridge Support Bracket is 1.5 mm thick hot dip galvanised steel, in accordance with EN10147,1995 grade S350GD + Z25 N-A-C.The Bridge Support Bracket has enhanced strength properties because of work hardening.A plastic pad is fitted to the bottom of the Bridge Support Bracket, which acts as a thermal break.The Bridge Support Brackets are fitted at 1 m centres except at end spans where the centres aredecreased according to design requirements. The Bridge Support Bracket is fixed to the purlins andgirts with self-drilling screws.

Bridge Beam Design Loads

Allowable Design Load in kN/m²Purlin SpacingLoad 1.0 m 1.25 m 1.5 m 1.75 m 2.0 m

Live Load 3.15 2.62 2.1 1.8 1.57Wind Uplift 2.3 1.88 1.57 1.34 1.18

Note:The self-weight of the panel and bridge system have been included in the above figures.



The allowable wind uplift loads are controlled by the Bridge Beam capacity. Larger wind upliftvalues can be achieved by decreasing the Bridge Support Bracket spacing. Contact Lindab Butler’sEngineering Department for specific applications not covered in this manual.


Section: 6 ROOF ACCESSORIES Revision Date:

SECTION 6 – ROOF ACCESSORIES

PAGENUMBER

6.1 LITE*PANL6.2 RIDGE VENTILATORS6.3 SMOKE AND HEAT EVACUATION SKYDOME FOR MR-24®6.4 SMOKE AND HEAT EVACUATION SKYDOME FOR LTP 386.5 ROOF CURBS6.6 ROOF LIGHT DETAIL6.7 RIDGE LIGHT DETAIL6.8 PIPE FLASHING



LITE*PANL

DescriptionLITE*PANL is a polyester resin reinforced with glassfibre, formed to the same configuration as theroof or wall panels.There are two types of LITE*PANEL, single skin or insulated [double skin].LITE*PANL is available in standard lengths of 3160 mm, spanning two 1500 mm nominal purlinspaces.Single skin LITE*PANL is available in special lengths up to 6160 mm.Insulated LITE* PANEL is factory assembled.Two layers of single skin LITE*PANEL can be used with a liner panel system to give the effect ofan insulated LITE*PANL.

Specifications1) Grade 101 [Ext SAA].

Designated S AA under BS 476 Part 3, 1958; External Exposure Roof Tests.Designated Class 1 under BS 476 Part 7, 1971; Surface Spread of Flame Test for Materials

2) Grade 300 [Ext SAB]Designated S AB under BS 476 Part 3, 1958; External Exposure Roof Tests.Designated Class 3 under BS 476 Part 7, 1971; Surface Spread of Flame Test for Materials.

3) Insulated Lite*PanlConsists of a Grade 300 exterior skin and a Grade 101 interior skin.Thermal Transmittance is approximately 2.94 W/m2K.Note: Care must be taken when handling insulated LITE*PANL components.

4) Light TransmissionSingle skin LITE*PANL has a light transmission rating of 85%.Insulated LITE*PANL has a light transmission rating of 70%.



LITE*PANL FOR LTP 38

A. Single-Skin

- Formed to the same configuration as LTP 38, LITE*PANL must be installed insingle units in the roof, and may be installed in single or multiple units in side walls.

- Available in either Grade 101(SAA) or Grade 300(SAB).

B. Double Skin (Insulated)

- Exterior and Interior skins are factory bonded together and the unit is installed as acomplete assembly.

- Minimum air gap between exterior and interior panels is 20 mm.- Thermal Transmittance is approximately 2.94 W/m2K.

LONGITUDINAL SECTION THRU LITE*PANLINTERIOR FACE

191±3 1401 3−+0 100

EXTERIOR FACE

1401 3−+0

20

191±3

EXTERIOR FACE

INTERIOR FACE

LITE * PANL CROSS SECTION.

5mm

1000

911

333



LITE*PANL FOR MR-24®

LITE*PANL for MR-24® are seamed into the roof using the Roof Runner to form an integral part ofthe roof system.Single skin and insulated panels are available.

A. Single Skin

- Available only in Ext SAA Grade [101].- Standard length is 3160 mm to cover 2 purlin spaces.

CORRUGATION LEFT

PLASTIC PANEL50 ±

1

59

CORRUGATION RIGHT

FASTENER

482

600

59

SEALANT

grade 101 (SAA)

B. Insulated

- Exterior and interior panels are factory bonded together. The complete assembly issite seamed into the roof system.

- Standard length is 3160 mm to cover 2 purlin spaces.- Minimum air gap between panels is 20 mm.- Thermal Transmittance is approx. 2.94W/m2K.

50 ±

1

59

PLASTIC PANEL

CORRUGATION LEFT

SEALANTFASTENER

482 59

CORRUGATION RIGHT

600

Exterior, grade 300

Interior panel, grade 101



GUIDE FOR DETERMINING THE AREA OF ROOF LITE*PANLREQUIRED AS A PERCENTAGE OF FLOOR AREA.

The unit of measure used in daylight design is the Daylight Factor. This factor is the percentage oflight that is available inside a building, compared to that simultaneously available out of doors.

Industrial BuildingsIllumination requirements in a factory depend upon the work undertaken. As lighting requirementscan vary considerably between different operational zones, it is recommended that the primarydesign requirement should be to provide a pleasant visual environment.Where higher local levels of illumination are required to complete certain detailed tasks,supplementary artificial lighting over these zones should be considered.Excessive areas of "clear" glazing which can contribute to glare, solar heat input and heat lossshould be avoided.Daylight factors in factories should be between 5% and 7%. In storage buildings where illuminationlevels need only be sufficient to operate mechanical handling equipment or read consigneeaddresses, this factor can be reduced to between 2% and 3%.

Recreational BuildingsIllumination requirements for recreation buildings such as sports halls and swimming pools are farmore demanding, since 'all round' vision is required to play fast moving ball games. Glare, eitherfrom direct or reflected light and variation in brightness between adjoining surfaces is unacceptable.The internal daylight factor should be approximately 10%.To determine the area of LITE*PANL to meet these requirements, refer to Tables 1 & 2 below:

TABLE 1.LOCATIONCORRECTION FACTOR

TABLE 2.SINGLE-SKIN LITE*PANL 85% LIGHT TRANSMISSIONBOUBLE-SKIN LITE*PANL: 70% LIGHT TRANSMISSIONNOTE: Applies to LTP 38 AND MR-24® LITE*PANL

LocationFactor LITE*PANL REQUIRED DAYLIGHT FACTOR PERCENT (%)

1 2 3 4 5 6 7 8 9 10 11 120.4 SINGLE 1.5 4.4 7.4 10.3 13.2 16.2 19.1 22.1 25.0 27.9 30.9 33.8

DOUBLE 1.7 5.3 8.9 12.5 16.0 19.6 23.2 26.7 30.3 33.9 37.5 41.10.5 SINGLE 1.2 3.5 5.9 8.2 10.6 12.9 15.3 17.7 20.0 22.4 24.7 27.1

DOUBLE 1.4 4.3 7.1 10.0 12.9 15.7 18.6 21.4 24.3 27.2 30.0 32.80.7 SINGLE 0.8 2.5 4.2 5.9 7.6 9.2 10.9 12.6 14.3 16.0 17.7 19.3

DOUBLE 1.0 3.1 5.1 7.2 9.2 11.2 13.3 15.3 17.4 19.4 21.4 23.4AREA OF LITE*PANL (PERCENTAGE OF FLOOR AREA)

TYPE OF LOCATION Correction Factor forRoof Slopes 0°- 9°

DIRTY(Heavy Industrial) 0.4

INDUSTRIAL(Urban Industrial) 0.5

CLEAN(Rural Suburban) 0.7



ExampleConsider a building requiring a daylight factor of 5%, with a 5° roof slope, located in an urbanindustrial area, incorporating Lindab Butler LITE*PANL. The net amount of LITE*PANL as apercentage of the floor area read directly from Table 2.Single - Skin LITE*PANL: 10.6%in two - Skin LITE*PANL: 12.9%In practice, recommendations of 11% and 13% would be given.



RIDGE VENTILATORS

For air change and circulation through the roof ridge.*SINGLE OR MULTIPLE UNITS.*EASY OPERATION.*FAST INSTALLATION FROM OUTSIDE THE BUILDING.

OUTSIDE COVER

SPACER

LEVER ARM

FLASHING

RAIN COVER

BAFFLE PLATESTRAP

GALV. BIRD SCREEN

BRACKET

ROLLER BRACKETSNYLON ROLLERCROSS BRACE

Ventilators are designed to fit LTP 38 or MR-24® roofs with 1:12 roof slope. Other roof slopes maybe accommodated by modifying the ventilator apron.Units are available in 2.7 m lengths and may be installed as a single unit or in multiple units alongthe ridge.

Specification1) Ventilators are used as a means for regulating air exhaust in metal buildings and are

fabricated from mill finish aluminium.

2) Ventilators are 2.7 m in length, with a 260 mm throat, and complete with bird screen,operating damper with 25 m of cable, end caps and necessary closures.

3) Ventilators are fully assembled, except for joint splice packages.

4) The ventilator damper is spring loaded to keep it in the closed position. The damper isconnected to the open/close handle by a system of cable and pulleys which may be placed tosuit the building layout.

5) A single ventilator 2.7 m long has the capacity to move 75 cu. metres per minute at atemperature difference of 10 degrees C and at a stack height of 8 m [insulated buildingsonly].


Section: 6 ROOF ACCESSORIES Revision Date: .

SMOKE AND HEAT EVACUATION SKYDOMEFOR MR-24® ROOF SYSTEM

Type: MR-24® PRV

Scope of ApplicationMR-24® Standing Seam Roof System:The curb contains two parts; a frame connecting to the MR-24® standing seam roof and thecurb of the skydome, which has been specially developed to fit the connecting frame.The skydome is available with various opening mechanizms.

Connecting frame

Connecting frame and skydome

The installation of the skydome can bestarted after having finished theinstallation of the roof sheets.

The roof opening should be cut out, andthe “L” profiled supporting frame (header)should be installed from below. Twosealing strips supplied with the skydomeshould be put into the flute at the bottomside of the connecting frame. After this,the connecting frame should be put ontoroof opening. The “L” profiled header andthe connecting frame should be screwedtightly together.On the inner side of the roof, the thermalinsulation can be folded and hidden underthe header.

The skydome can easily be fixed onto theconnecting frame with the screwssupplied. Insulation and weather tightnessare assured by sealing strips.



MR-24® PRV Skydome

DescriptionThe connecting frame and curb of the skydome is made of double polyester with glass fibrereinforcement. They are stiffened by pressed board, and insulated with polyurethane foam;K = 1.5 W/m2°CThe dome is available in:- Double - Skin, translucent polyester, or- Double - Skin, cellular, opal polycarbonate

Activating MechanismsMR-24® PRV type smoke and heat evacuation skydome is available with two activatingmechanisms options.1) Pneumatic Cylinder

The emergency opening system is activated by CO2 cartridges. When the cartridge is piercedthe pressure pushes the piston and opens immediately the equipment. The skydome can beclosed by a remote control system.An automatic activation is possible by a thermal fuse installed on the curb of the roof light.The thermal fuse can be calibrated from 68°C to 90°C.

For daily ventilation there are two possibilities:− A system of compressed air sets in motion the pneumatic cylinders. In this case the

compressed air is provided by a compressor.− In the second case an electric motor can be installed. This motor will push the

opening part of the skydome to a height from 300 to 500 mm.

2) Gas TelescopesWith this option an electromagnetic orpneumatic lock keeps the skydome in theclosed position. The lock can be released bya electric impulse (24 V or 220V) or by CO2and the gas telescopes will immediately openthe skydome.The lock is completed by a thermal fusecalibrated to 70 °C, that - in case of fire -releases automatically the lock and opens theskydome. Electromagnetic lock in closed positionNote: When activating the system with gas telescopes, skydomes should be closed manually from the roof. Dailyventilation is not possible with this system.



MR-24® PRV Skydome

Technical Characteristics:Nominal dimension 1000 x 2200 mmUpper dimension of the curb 1000 x 2200 mmOuter dimension of the curb 1260 x 2420 mmHeight of the curb 364 mmWeight of the skydome 80 kgOpening surface area 2.20 m2

Efficient evacuation surface (pneumatic) 1.56 m2

Efficient evacuation surface (by winch) 1.50 m2

Lighting Surface (Dome Material Properties)

Polyester PolycarbonateInsulation K = 3.49 W/m2°C K = 3.1 W/m2°CLight transmission 80 % 62 %Max. snow load 150 kg/m2 150 kg/m2

Shock resistance 1200 J/m2 1200 J/m2

Fire resistance category M3 M2

Types By Activating Mechanisms:

Reference Type

MR-24® E PRV FIX Fixed skydome

MR-24® E PRV PN Pneumatic smoke and heat evacuation skydome(with pneumatic or electric daily ventilation option)

MR-24® E PRV GPN Pneumatic smoke and heat evacuation skydome(without daily ventilation option)

MR-24® E PRV GEL Electric smoke and heat evacuation skydome(without daily ventilation option)

MR-24® E PRV TR Smoke and heat evacuation skydome activated by winch(with manual daily ventilation option)

MR-24® E PRV VEL Electric daily ventilation skydome

MR-24® E PRV VPN Pneumatic daily ventilation skydome



SMOKE AND HEAT EVACUATION SKYDOMEFOR LTP 38 ROOF SYSTEM

Type: LTP 38 PRV

Scope of Application:Roof Systems covered by LTP 38 trapezoidal panel:Insulation is very simple if the curbs are installed at the same time as the LTP 38 roof panels.The upper part of the curb underlaps and lower part overlaps the LTP 38 panels. This method ofinstallation ensures that the skydome is watertight.Installation of the curbs after completion of the roof cladding is much more difficult. The roofopenings will have to be field cut, consequently watertight lapping of the curb with the roof panelscan be difficult.Standard dimensions of the skydome have been designed to suit standard purlin spacings andinsulation widths.

DescriptionThe curb is made of double skin polyester with glass fibre reinforcement. The horizontal part of thecurb matches the profile of the LTP 38 roof panel. The curb is stiffened by pressed board, andinsulated with polyurethane foam (K = 1.5 W/m2°C).

SpoilersThe smoke and heat evacuation skydome can be equipped with spoilers on request.The Dome is made from Double-Skin acrylic glass (PMMA), the outer skin is opaque, the innerskin is transparent.

Thermal insulation: K = 3.2 W/m2°C.Light transmission: 85 %Max. snow load: 150 kg/m2

Shock resistance: 1200 J/m2

Fire resistance category: B2, DIN 4102



Activating MechanismsThe LTP 38 PRV type smoke and heat evacuation skydome is available with two actuatormechanisms:

1) Pneumatic CylindersThe emergency opening system is activated byCO2 cartridges. When the cartridge is piercedthe pressure pushes the piston and opensimmediately the equipment. The skydome canbe closed by a remote control system.An automatic activation is possible by athermal fuse installed on the curb of the rooflight. The thermal fuse can be calibrated from68°C to 90°C.

Pneumatic skydome with spoilers

For daily ventilation there are twopossibilities:− A system of compressed air sets in

motion the pneumatic cylinders. In thiscase the compressed air is provided by acompressor.

− In the second case an electric motor canbe installed. This motor will push theopening part of the skydome to a heightfrom 300 to 500 mm.

Pneumatic skydome in ventilation position2) Gas Telescopes

With this option an electromagnetic orpneumatic lock keeps the skydome in theclosed position. The lock can be released by aelectric impulse (24 V or 220V) or by CO2and the gas telescopes will immediately openthe skydome.The lock is completed by a thermal fusecalibrated to 70 °C, that - in case of fire -releases automatically the lock and opens theskydome.

Electromagnetic lock in closed positionNote: When activating the system with gas telescopes, skydomes should be closed manually from the roof. Dailyventilation is not possible with this system.



Technical Characteristics:

A type B type

Nominal dimension 1200 x 2400 mm 1200 x 1500 mmUpper dimension of the curb 1000 x 2200 mm 1000 x 1300 mmOuter dimension of the curb 2700 x 1800 mm 1800 x 1800 mmHeight of the curb 300 mm 300 mmWeight of the skydome 100 kg 65 kgOpening surface area 2.88 m2 1.80 m2

Flow-through coefficient (Cw) 0.63 0.63Efficient evacuation surface 1.81 m2 1.13 m2

Available Types:

Reference Type

LTP 38 E PRV FIX Fixed skydome

LTP 38 E PRV PN Pneumatic smoke and heat evacuation skydome(with pneumatic or electric daily ventilation option)

LTP 38 E PRV GPN Pneumatic smoke and heat evacuation skydome(without daily ventilation option)

LTP 38 E PRV GEL Electric smoke and heat evacuation skydome(without daily ventilation option)

LTP 38 E PRV TR Smoke and heat evacuation skydome activated by winch(with manual daily ventilation option)

LTP 38 E PRV VEL Electric daily ventilation skydome

LTP 38 E PRV VPN Pneumatic daily ventilation skydome



ROOF CURBS

AvailabilityThe roof curbs are designed for installation on LTP 38 and MR-24® roofs. Care should be taken inusing curbs in areas where the adjacent temperature exceeds 90 degrees C, as the strength of the unitwill be reduced.

SpecificationCurbs are constructed from self extinguishing glassfibre reinforced polyester, 3 mm thick, with apolyester surface gel coat on the outside surface.Units are white in colour and opaque to light.The base is the same configuration as the roof panel.

MR-24® CurbTwo parts are supplied, a curb and a cricket, the purpose of the cricket is to divert rain or snowaround the curb.The curb and the cricket are fastened together during installation.



Metal Surface Mounted Roof Curbs

Design Procedure1) Standard Metal Surface Mounted Roof Curbs are available in two standard nominal sizes:

a. 900 mm x 900 mmb. 1100 mm x 1100 mm

The maximum loads which can be applied to these curbs are 300 kg and 400 kg respectively.2) Loads in excess of the above must be structurally supported by the roof purlins and therefore

provision must be made in the design of the structure to accommodate the additional load.3) Sufficient clearance must be allowed for the expansion movement of the roof so that ducting

or piping, which passes through the curb will not be damaged by this movement.4) Curbs should not be placed closer than 2 purlin spaces from the eave or 2 purlins spaces

from the ridge without steps being taken to support the short roof panel against distortiondue to roof traffic or heavy loads.

SpecificationRoof Curbs are manufactured from 2 mm thick mill finish aluminium.The cross section of the curb is Z shaped to enable the roof panel fasteners to be concealed.All joints are factory welded.The bottom of the curb is shaped to enable the curb to fit over the panel corrugations at thedownslope end.A separate water draining system and snow plough must be fitted on the upslope side of the curb.Curbs are designed for specific locations along the roof, that are on 300 or 600 mm modules .Curbs are designed to permit the free drainage of water past the curb.Trim is provided to fit the insulation.



ROOF LIGHT DETAIL1−

M12

x 30

1−M

12 x

30

CLIP

(4)

M16

x 35

9− M

12 x

35

1 DET

AIL

M16

WAS

HER

CLIP

4− M

16 x

35

2 DE

TAIL

3 DE

TAIL

CLIP

8− M

16 x

35 CL

IP

WAS

HER

M16

A DE

TAIL

B DE

TAIL

C DE

TAIL

LTP

38PA

NEL

CHAN

NEL

ROO

FLIG

HTSU

PPO

RT

INSI

DE S

KYLI

GHT

WITH

PAN

LAST

IC A

ND M

ASTIC

RU

BBER

CLO

SURE

FLAS

HING

FLAS

HING

ROO

F LI

GHT

SILI

CON

SEAL

FLAS

HING

FLAS

HING

ROO

FLIG

HTSU

PPO

RT

CHAN

NEL

PURL

IN

INSI

DE S

KYLI

GHT

RUBB

ER C

LOSU

RE

LTP

38 P

ANEL

APPL

Y PA

NLAS

TIC A

ND M

ASTIC

TO

P &

BTM

. OF

RUBB

ER C

LOSU

REFL

ASHIN

G

EDGE

TRIM

ROO

FLIG

HTSU

PPO

RT

CHAN

NEL

INSI

DE S

KYLI

GHT



RIDGE LIGHT DETAIL

RR

FACED INSULATION

FLEXIBLE SEAL.

FLASHING

MR24 EDGE TRIM

MR24 PANEL

B DETAIL

RETAINER WITHPANLASTIC

INSIDE RIDGE LIGHT

ROOFLIGHTSUPPORT CHANNEL

C

SPACER BLOCK

A DETAIL

SPACER BLOCK

A

FLASHINGPANEL CLIP PANEL

CLOSURE

UPSTAND TRIM SEAL.FLEXIBLE

SUPPORT CHANNEL

ROOFLIGHT

RETAINER

INSIDE RIDGE LIGHT

B

M12 x 30 @ 500 CRS

RIDGE LIGHT

6 − M12 x 30

4 − M16 x 35 CLIP

4 − M16 UNTERLEGSCHIEBEN

CLIP

4 − M16 UNTERLEGSCHIEBEN 4 − M16 x 35

PLATE

4 − M12 x 30


Section: 6 ROOF ACCESSORIES Revision Date: -

PIPE FLASHING

Pipe flashings are designed to sit perpendicular to the roof slope, the resilient flexible sleeveprovides a watertight seal around pipes and flues which penetrate the roof.

Pipe flashings are a one piece flexible moulded black rubber unit manufactured from EPDM(Ethylene Propolene Diene Monomer) compounded with carbon blacks and other additions to givemaximum weatherability and resistance to ozone and ultra violet light. Bonded to the rubber flangeof the pipe flashing is a ductile aluminium reinforcing ring that easily bends to conform to the shapeof the roof profile.

The flexibility of the pleated rubber allows it to perform on all panel profiles and slopes up to 4:12.The flexible material also allows for pipe movement due to expansion and contraction or vibrationwhile maintaining a weatherproof seal.

Pipe flashings are available for pipes up to 480 mm diameter and accommodate temperatures up to+300° F.

High temperature pipe flashings are also available for temperatures up to 480°F. These units aremanufactured from silicone and are coloured red for identification.

Pipe flashings must be installed as per erection drawings provided by Lindab Butler.

Weatherproof units for pipe penetrations through roofs.


Section: 7 WALL SYSTEMS Revision Date: -

SECTION 7 – WALL SYSTEMS

PAGENUMBER

7.1 WALL SYSTEM WITH LINER PANEL7.2 WALL SYSTEM WITH FACED BLANKET INSULATION7.3 WALL SYSTEM WITH INTERIOR LINER PANEL7.4 LVP 38 WALL PANEL7.5 LVP 38R WALL PANEL7.6 LVP 45 WALL PANEL7.7 LINER PANEL7.8 LINDAB BRIDGE SYSTEM7.9 WALL PANEL DETAILS7.10 COMPOSITE PANELS7.11 FIRECHECK 300 WALL SYSTEM



WALL SYSTEM WITH LINER PANEL

’Z’ girt

bridgeclip

LS

wall panel

bridge bar

insulation

liner panel

The built up wall system is a field assembled double skin system consisting of a trapezoidal outerpanel and a profiled liner panel. The panels are separated by the Lindab Bridge System allowing thecavity to be filled with insulation.

The built up wall system with liner panel has been designed to provide regulatory compliance withU-values, thermal bridging, air leakage and insulation continuity to the approved standard suitablefor the intended use of the building.



Thermal TransmittanceThe units of Thermal Transmittance are: Watts per square metre degree Kelvin [W/m²K].The symbol for Thermal Transmittance is referred to as the U – Value.


100 mm 0.38120 mm 0.32

Exterior Panel Wall+ LinerPanel

200 mm 0.19

Values were calculated using HEAT3 computer finite element analysis programme. HEAT3 meetsthe standard requirements in EN ISO1021 1-1 “Thermal Bridges in building Construction – HeatFlows and Surface Temperatures – Part 1 General Calculation Methods”.




WALL SYSTEM WITH FACED BLANKET INSULATION

(60mm & 80mm)

bridge bar

wall panel

faced insulation

’Z’ girt ’Z’ girt

bridge clip

wall panel

60 faced insulation(100mm & 120mm)

Wall systems are designed for use with faced blanket insulation with or without the Lindab BridgeSystem.

Thermal TransmittanceThe units of Thermal Transmittance are: Watts per square metre degree Kelvin [W/m²K].The symbol for Thermal Transmittance is referred to as the U – Value.

Application Insulation Thickness U - Value60 mm 0.7480 mm 0.62

100 mm 0.4120 mm 0.33

Exterior Wall Panel + FacedInsulation

200 mm 0.21

Values were calculated using HEAT3 computer finite element analysis programme. HEAT3 meetsthe standard requirements in EN ISO1021 1-1 “Thermal Bridges in Building Construction – HeatFlows and Surface Temperatures – Part 1 General Calculation Methods”.




WALL SYSTEM WITH INTERIOR LINER PANEL

The liner panel is installed after installation of girts, exterior wall panels, doors, and other wallaccessories.The interior flange of girts is un-punched for wall liner application. Lindab Butler provides torx selfdrilling screws for panel to panel fastening and torx self drilling screws for the panel to structuralfastening. For panel to structural fasteners, self drilling screws are provided.

EXTERIORWALL PANEL

LINER PANEL

’Z’ girt

faced insulation



LVP 38 WALL PANEL

38

333.3

87.3 123

1000

32.573

123

333.4333.3

GeneralThe LVP 38 wall panel is a precision roll formed panel as supplied by Lindab Butler and installed inaccordance with the recommendations provided by Lindab Butler.

DescriptionLVP 38 is a 1000 mm wide factory roll-formed panel with four 38 mm high major corrugations. Thedistance between the major corrugations is 333 mm. The flat of the panel contains two additionalcorrugations.Panels shall be of maximum length, up to 13.5 m so as to minimise panel end laps. Length toleranceis +3 mm for all panels.One outside corrugation shall be formed as an overlapping corrugation. The other outsidecorrugation shall be formed as a full underlapping corrugation, which will provide a bearing supportto the side lap and also incorporates a continuous length sealant groove.

Panel DesignPanel design shall be in accordance with the relevant Eurocodes and in accordance with best knownEngineering methods and practices.

Colour Side



Design Wind LoadThe table below provides the allowable wind loads on the panel when used on standard girt spacingas specified in the “Secondary Structural Members” section (Section 3) of this manual. The panelload capacities are calculated using approved methods and with accepted deflection criteria.

Allowable Wind Loads kN/m2 (based on standard girt spacing)

Height ofwall m

Thk. ofpanelmm

Pressure Suction

0.5 0.781 0.9544 0.6 1.293 1.3460.5 0.806 1.0585 0.6 1.316 1.5770.5 0.834 1.0226 0.6 1.380 1.4420.5 0.855 1.0477 0.6 1.414 1.4770.5 0.880 1.067

8 0.6 1.457 1.506

Panel Material Options0.5 mm and 0.6 mm thick, HDG min yield 280N/m², Top Coat 50 (high build Polyester) colourcoated steel and 0.5 mm thick, HDG min yield 280N/m², polyester colour coated steel.

Panel ApplicationThe structural system must be square and plumb before wall panel installation commences.Panels must be aligned and attached in accordance with erection drawings provided by LindabButler.All side laps must be at least one full corrugation.Panels must be sealed at the base with a suitable closure.

FastenersLVP 38 Wall Panel connections, both panel to panel and panel to structural, shall be made with selfdrilling screws complete with coloured heads to match the external sheet colour.



LVP 38R WALL PANEL

1000

333.3 333.4 333.3

87.3 123123

73 32.5

38

GeneralThe LVP 38R wall panel is a precision roll formed panel as supplied by Lindab Butler and installedin accordance with the recommendations provided by Lindab Butler.

DescriptionLVP 38R is a 1000 mm wide factory roll-formed panel with four 38 mm high major corrugations.The distance between the major corrugations is 333 mm. The flat of the panel contains twoadditional corrugations.Panels shall be of maximum length, up to 13.5 m so as to minimise panel end laps. Length toleranceis +3 mm for all panels.One outside corrugation shall be formed as an overlapping corrugation. The other outsidecorrugation shall be formed as a full underlapping corrugation, which will provide a bearing supportto the side lap and also incorporates a continuous length sealant groove.

Panel DesignPanel design shall be in accordance with the relevant Eurocodes and in accordance with best knownEngineering methods and practices.

Colour Side



Design Wind LoadThe table below provides the allowable wind loads on the panel when used on standard girt spacingas specified in the “Secondary Structural Members” section of this manual. The panel loadcapacities are calculated using approved methods and with accepted deflection criteria.

Allowable Wind Loads kN/m2 (based on standard girt spacing)Height of

wall m

Thk ofpanelmm

Pressure Suction

0.5 0.845 0.8564 0.6 1.195 1.5040.5 0.864 1.0045 0.6 1.229 1.6660.5 0.902 0.9186 0.6 1.275 1.6100.5 0.925 0.9407 0.6 1.307 1.6490.5 0.953 0.959

8 0.6 1.346 1.682

Panel Material Options0.5 mm and 0.6 mm thick, HDG min yield 280N/m², Top Coat 50 (high build Polyester) colourcoated steel and 0.5 mm thick, HDG min yield 280N/m², polyester colour coated steel.

Panel ApplicationThe structural system must be square and plumb before wall panel installation commences.Panels must be aligned and attached in accordance with erection drawings provided by LindabButler.All side laps must be at least one full corrugation.Panels must be sealed at the base with a suitable closure.

FastenersLVP 38R Wall Panel connections, both panel to panel and panel to structural shall be made withself drilling screws complete with coloured heads to match the external sheet colour.



LVP 45 WALL PANEL

DescriptionLVP 45 is a 900 mm wide factory roll-formed panel with five 45 mm high major corrugations. Thedistance between major corrugations is 180 mm. The panel thickness is 0.5 mm or 0.6 mm and isavailable in polyester pre-painted steel, or Top Coat, high built polyester pre-painted steel. Panelsare fixed to the structure by self-drilling Torx head screws.

Loading Tables (Ultimate capacity values)

Imposed Load U.D. loads kN/m² (L / 200 deflection limit)SpanSheet




Single 9.036 6.777 5.074 3.423 2.1550.6mmSteel 6.43 Double 7.799 5.099 3.616 2.706 2.104

Suction Load U.D. loads kN/m² (L / 200 deflection limit)SpanSheet






Colour Side

47 2877

900

43



LINER 1000

1000

333.3

26

333.4 333.3

64

123 12387.3

19

GeneralLiner 1000 is a precision rolled formed panel intended for internal use and installed in accordancewith the recommendations of Lindab Butler.

DescriptionLiner 1000 is a 1000 mm wide factory roll-formed panel with three 19 mm major corrugations. Thedistance between major corrugations is 333 mm. Panel lengths are variable up to 4.7 m maximumdue to possible handling restrictions. Length tolerance is +3 mm for all panels. Panels will be un-punched for self-drilling screw type fasteners.

Panel MaterialPanels are formed from 0.4 mm painted steel, 25 microns [nominal] coating of "Bright White"Polyester on the visible side and a light grey backing coat on the internal surface. Base material ishot dipped galvanised steel FeE250 Grade with a Z275 coating and a minimum yield strength of 250N/mm2, or aluzinc substrate with a 150 gm coating and a minimum yield strength of 250 N/mm2.

Application NotesThe structural system must be plumb before liner panel installation commences.Liner 1000 must be aligned and attached in accordance with erection drawings as provided byLindab Butler.Liner 1000 may require field cutting around accessories such as doors and windows. For flashingdetails around accessories see (Section 16) “CONSTRUCTION DETAILS”.Panels must be sealed at all side and end lap conditions to provide effective moisture vapour barrier.To ensure regulatory compliance for U-values, thermal bridging, air leakage and insulationcontinuity, foam closures must be fitted at the base, top and at all framed openings.

Colour Side



FastenersPanel to structural connection must be made with self-drilling screws complete with 19 mm metalbacked neoprene washers.Panel to panel connections must be made with self-drilling screws or rivets where appropriate.

Trim MaterialStandard trim material is 0.6 mm thick – Bright White Polyester

Fire PerformanceThe Liner 1000 has a Class 1 rating for surface spread of flame when tested in accordance with BS476 Part 7and a Class 0 non-combustible rating when tested in accordance with BS 476 Part 4.



LINDAB BRIDGE SYSTEM

Lindab Bridge SystemThe bridge system is an insulation spacing system, which provides thermally efficient wall systemswith minimal cold bridging. The bridge system comprises of two basic components; the bridgebeam and the bridge support bracket.

Bridge BeamThe Bridge Beam is a 1.35 mm thick roll formed hot dip galvanised steel section, in accordancewith EN 10147,1995 Grade S350GD + Z275 N-A-C.The properties of the steel have subsequently been enhanced by an embossing process to workharden the steel, which gives additional strength and fastener grip.The bar has spigot ends which fit neatly into the adjacent Bridge Beam and when installed form acontinuous beam.

Bridge Support BracketThe Bridge Support Bracket is 1.5 mm thick hot dip galvanised steel, in accordance with EN10147,1995 Grade S350GD + Z25 N-A-C.The Bridge Support Bracket is stamped out and has enhanced strength properties because of workhardening.A plastic pad is fitted to the bottom of the Bridge Support Bracket, which acts as a thermal break.The Bridge Support Brackets are fitted at 1 m centres except at end spans where the centres aredecreased according to design requirements. The Bridge Support Bracket is fixed to the purlins andgirts with self-drilling screws.

Bridge Beam Design LoadsAllowable Design Load in kN/m²

Girt SpacingLoad 1.0 m 1.25 m 1.5 m 1.75 m 2.0 mPressure 3.15 2.62 2.1 1.8 1.57Suction 2.3 1.88 1.57 1.34 1.18

The allowable wind loads are controlled by the bridge bar capacity. Capacities can be increased bydecreasing the bridge support bracket spacing.

bridge beam

bridge bracket



WALL SYSTEM DETAILS

’Z’ purlin

trapezoidal wall panelLiner panel

gable fascia

GABLE DETAIL

roof panel

bridge system

LSLS

EAVE DETAIL

gutter fascia

Liner panel

roof panel

’Z’ purlin

trapzoidal wall panel

bridge system

225

SL

trapezoidal wall panelLiner panel

BASE DETAIL

base flashing

base channelbridge system

125

mm

thermal break

closure flashing

CORNER DETAIL

outside corner trim

LS

Liner panel

LS

inside corner trim

trapezoidal wall panel

200

Liner panel

Liner panel



COMPOSITE WALL PANELS

Lindab Butler provides a wide variety of factory produced composite panel systems as part of theWidespan product offering. Contact Lindab Butler regarding availability and details.

(INFORMATION TO FOLLOW)



FIRECHECK 300 WALL SYSTEM

To minimize the risk of damage to adjoining properties from a fire within a building, regulationsstipulate minimum requirements for the fire protection of building elements.The regulations vary for each type of element, for example, walls, columns, and partitions. Theconsiderations regarding the amount of fire resistance required is also determined by factors such asthe size of the element, the end use of the building or the distance that the particular element of thebuilding is from the site boundary.

Firecheck-300 is designed to comply with building regulations for use in external walls, which arenon-loadbearing, and are located 1 m or more from the site boundary line.

The basic construction, as shown, has an exterior trapezoidal wall panel i.e. LVP 38, LVP 38R, orLVP 45, a rockfibre blanket insulation, with a nominal density of 23 kg/m³, and a profiled metalliner panel. The Lindab Bridge System provides structural support to the outer panel

The secondary wall structural members are connected to the main primary frames with slotted clipsand plastic washers. This allows adequate movement in the event of fire.

The assembly was tested at the Warrington Fire Research Centre in accordance with BS 476 : Part22 :1987 and the following results were confirmed in a report issued 24th May 2003:

Integrity 300 minutes [Test discontinued].Stability 300 minutes [Test discontinued].Insulation 35 minutes.

liner panelsidelaps stitchedat 400 centres

LS

wall panel

rock fibre blanket insulation

bridge systemsecondary structurals connectedto primary structure withslotted clips / plastic washers


Section: 8 WALL ACCESSORIES Revision Date: -

SECTION 8 – WALL ACCESSORIES

PAGENUMBER

8.1 FRAMED OPENINGS FOR PERSONNEL DOORS & WINDOWS8.2 OVERHEAD DOOR OPENINGS .8.3 DOOR AND WINDOW DETAILS8.4 LINDAB DOORS



FRAMED OPENINGS FOR PERSONNEL DOORS & WINDOWS

Framed Openings provide a suitable perimeter for windows, doors and louvres and may also be usedfor allowing ducting or other services to pass through the walls.

Framed Openings are fabricated from roll-formed hot dipped galvanized steel ‘C’ sections andinclude the structural framing members, flashing and fasteners.

Product Description For Doors & WindowsFramed Openings for doors and windows consist of cold rolled galvanized ‘C’ sections, 165 mm,200 mm or 250 mm deep.The depth of section and thickness are determined based on design requirements.‘C’ section Door and Window structural members are connected to the structure and foundationsusing angle clips and zinc plated bolts.There are no welded end plates or bridle plates fitted to the ‘C’ sections and no welded butt joints.In order to provide a flush finish on the inside, the posts and door headers are connected utilizingcounterformed holes with countersunk bolts and spacer washers. Anchor Bolts at the base clip arenot provided by Lindab Butler

M12 countersunkbolt

M12 nut

12

clip

24

platespacer washer



OVERHEAD DOOR OPENINGS

Overhead door structural members are fabricated from roll-formed hot dipped galvanized steel ‘C’sections and are ready to be installed quickly and easily. The structural members provide theframework for overhead doors, supplied by others.

Door TypesSectional Overhead Doors are typically recommended by Lindab Butler as they provide severaladvantages not offered by other types of doors, including:a] Light economical support structural members.b] They are normally insulated.

Other types of doors may also be used, e.g. roller shutter, folding/sliding, however these doors may require additional structural support members.

Ordering ProceduresWhen ordering Overhead Door Openings only, door posts, door headers, endwall headers (whenrequired), post flashing, drip gutter and necessary clips, fasteners, and sealant are provided unlessotherwise specified by Lindab Butler.



DOOR AND WINDOW DETAILSFraming Details

DETAIL B

B

A

DETAIL A

C

D

DETAIL C

A

D

A

B

E

SLDETAIL E

DETAIL D



Door Details: Composite Wall Panel

BB

DRIP GUTTER LENGTH = DOOR WIDTH + 220

C

VIEW ON B−B

DOOR SIDE TRIMSILICON TO

HEAD TRIM.UNDERSIDE OF

COVER TRIMS

FIXING CLIP

FLASHINGS TO HEADER

SILICON

FIX PANEL CLIP THRU

DOORHEIGHT

SILICON

SILICON 175902

DETAIL C

SIDE TRIM

ELEVATION ON DOOR

DOOR OPENING WIDTH

DOO

R O

PENI

NG H

EIGH

T SAW CUT PANEL TOEXTEND DRIP GUTTER110 PAST SIDE TRIM

VIEW ON A−ADRIP GUTTER

DRIP GUTTER



Door Details

DRIP GUTTER TRIM FLASHING

DOOR HEADER DETAIL

FIELD NOTCH PANEL TOCLEAR DRIP GUTTER &MASTIC TOP & BOTTOM

HEADER PANEL

DRIP GUTTER

SIDE FLASHING

WALL PANEL

DRIP GUTTER END DETAIL

DOOR POST

WALL PANEL

DOOR SIDE FLASHING

DOOR SIDE DETAIL

FOAM CLOSURE

WALL PANELDOOR HEADER

DOUBLE SIDED

FOAM CLOSURE

DOOR HEADER

DOOR TRIM

250x70

TAPE

INSULATION LS

DRIP GUTTER

TYPICALWALL PANEL

BRIDGE

FOAM CLOSURE

FLASHING DOOR POST

DOOR FLASHING

LS

DOOR POST

LINER PANEL

WALL PANEL

INSULATION

DOOR HEADER DETAIL DOOR SIDE DETAIL

(INSULATED) (INSULATED)



Framed Opening (Personnel Door & Window) Details

SIDE DETAIL

TRIM

CILL DETAIL

TRIM

OPENING

SIDE TRIM DRIP GUTTER

HEAD DETAIL

FIXING CLIP

UNDERSIDE OFSILICON TOPANEL CLIP

OPENING

SILICON

OUTLINE OF

HEAD TRIM.

DRIP GUTTER

SILICON

SILICON

WINDOW CILL FLASHING

FOAM CLOSURE

WALL PANEL

FLASHING

WALL PANEL

WALL PANELLVP 38R FLASHING

WALL PANELLVP 38

WALL PANELLVP 45

FLASHING

FLASHING

FRAMED OPENING TOP DETAILFRAMED OPENING SIDE DETAIL

FRAMED OPENING BOTTOM DETAIL FRAMED OPENING SIDE DETAIL

FRAMED OPENING SIDE DETAIL



Framed Opening (Personnel Door & Window) Details

DOUBLE SIDED

WINDOW HEADER

TAPE

FOAM CLOSURE

INSULATION

TYPICALWALL PANEL

FOAM CLOSURE

DRIP GUTTER

BRIDGE

MASTIC TOP & BOTTOMTO CLEAR DRIP GUTTERFIELD NOTCH WALL PANEL

WINDOW SIDE FLASHING

TYPICAL WALL PANEL

DRIP GUTTER

HEADER PANEL

DRIP GUTTER END DETAIL

HEADER DETAIL

WIN

DOW

OPE

NING

HEI

GHT

WINDOW

WALL PANEL

LINER PANEL

LVP 45

INSULATION

WINDOW SIDE FLASHING

TYPICAL WALL PANEL

OF SIDE & CILL FLASHINGSMASTIC SEAL TO ABUTMENT

CILL FLASHING

CILL DETAIL

BRIDGE

INSULATION

DOUBLE SIDEDTAPE

WINDOW CILLFOAM CLOSURE

FIELD NOTCH WALL PANELTO CLEAR CILL FLASHING

WALL PANELTYPICAL

CILL & SIDE FLASHING JUNCTION DETAIL

SIDE DETAIL



LINDAB DOORS

LindabDoorlineTM is a sectional door system suitable for mostindustrial applications. Doors are available in widths from 2,200mm to 8,000 mm and heights from 2,150 mm to 7,250 mm. Thedoors are available with the following features:

• Produced in aluminium with polyester coating.• Produced in hot dipped galvanized steel with polyester or

plastisol coating.• Standard or special colours.• Door guide rails installed according to the building

requirements.• Manual, chain operated or motor driven control systems.

For more details or special requirements contact Lindab Butler.


Section: 9 INSULATION SYSTEMS Revision Date: -

SECTION 9 – INSULATION SYSTEM

PAGENUMBER

9.1 INTRODUCTION9.2 CONDENSATION9.3 GLASSFIBRE INSULATION IN ROOFS AND WALLS9.4 INSULATION FACINGS



INTRODUCTION

The main purpose of thermal insulation in buildings is usually to reduce the rate at which heat is lostthrough the structure from the inside to the outside. It is virtually impossible to stop the movementof heat, about the best we can do is to slow down its movement.

Heat is lost from a building as a result of conduction through the structure, and through ventilationor air change.

Apart from statutory requirements, a review of the benefits of insulation reveals that in both coldand warm climates, whether heated or air conditioned or both, the insulated building is a soundinvestment. The principle advantages of insulation are:

1) LOWER INITIAL EQUIPMENT COSTS for heating and air conditioning units.

2) LOWER OPERATING COSTS. Heating and air conditioning units carry less load, therebyusing less fuel and electricity. This is an annual saving, or an added cost without insulation,for the life of the building.

3) BETTER WORKING CONDITIONS for occupants in both winter and summer.

4) HELPS CONTROL CONDENSATION when insulation has a vapour barrier.

5) INCREASES END USE VERSATILITY of the building as requirements change. This is animportant advantage, which may be overlooked, in initial planning. Insulating at the time oferection is not only more economical than insulating later, but it also results in a betterappearance and a more efficient job.

6) PROVIDES SOUND CONTROL from rain, sleet and hail on the outside surfaces, whilesoaking up noises generated on the inside of the building. This is particularly important inbuildings where offices are maintained, or which have a high degree of public usage.

7) INCREASES RESALE VALUE of the building because of the advantages listed above, andbecause it gives a more finished appearance to the interior.

“U” VALUE

The Thermal Transmittance, or “U” Value, of a building element is calculated as the reciprocal ofthe sum of the thermal resistances of its component parts and adjacent air layers, thus:

U=I

TOTAL AIR−TO−AIR RESISTANCE

The lower the U Value the better the insulating property.The units of U are expressed in W/m2K(=W/m2°C)



CONDENSATION

Because warm air can hold more moisture than cold air, it becomes immediately apparent that ifwarm air is cooled, it eventually reaches a temperature at which it is fully saturated and can hold nomore moisture, then, if cooled further, some of the moisture is squeezed out. This temperature iscalled the DEW POINT temperature. The moisture squeezed out is CONDENSATION.Condensation problems are not unique with metal buildings, they are common to all types ofconstruction. These problems can be eliminated or minimised by proper planning in advance ofconstruction. Once the building is constructed, control measures often become more difficult andexpensive.

Condensation ControlThe first step in the control of condensation is to determine the moisture level that will exist in thebuilding. If the prospective owner does not know in advance what relative humidity ranges mayoccur indoors during cold weather, or if tables of relative humidity ranges are not sufficient guides,tests should be conducted in similar occupancies within the same climate area. Once the moisturelevel has been determined, then several measures may be brought to bear upon the problem.In a Lindab Butler building, condensation control measures fall into three categories:

1) The use of enough insulation to economically control the temperature inside the building(not necessarily minimum).

2) The selection of a vapour barrier adequate for the humidity conditions to be encountered, toprevent moisture from passing through the insulation and contacting the metal exterior wallor roof.

3) Adequate ventilation to prevent excessive build up of relative humidity inside the building.

In choosing insulation thickness and densities, the best procedure to follow is to choose the mosteconomical insulation from a standpoint of heating costs over a period of time. If this is done, theinsulation will be efficient enough, as related to condensation, to do the job when used inconjunction with other control measures.

High humidity conditions dictate the use of an extremely efficient vapour barrier. The efficiency ofa vapour barrier is indicated by its PERM rating (water vapour transmitted in grams per hour squaremetre per millimetre of mercury). (VINYL FACINGS ARE RATHER POOR VAPOURBARRIERS AS COMPARED TO FOILS OR FOIL LAMINATES AND SHOULD BE AVOIDEDIN HIGH HUMIDITY CONDITIONS)EXTREME CARE SHOULD BE TAKEN DURING INSTALLATION TO SECURE A TIGHTVAPOUR SEAL AT ALL JOINTS, TO PATCH ALL RIPS AND TEARS, AND TO MAKEGOOD SEALS AROUND PIPES AND ACCESSORIES.

VentilationCareful attention should be given to the ventilation system in a metal building. The number of airchanges required per hour will depend on the end-use of the building. High humidity conditionsmay dictate the need for either gravity or mechanical ventilation systems. Ventilation helps toprevent condensation by removing warm moist air. This also removes heat from the building andtherefore provision must be made in the ventilating system to allow an equal amount of outside airto enter the building.



GLASSFIBRE INSULATION IN ROOFS AND WALLS

Lindab Butler offers two types of glassfibre insulation, 1200 mm wide, with or without facing.

1) Glassfibre with a nominal density of 12 kg/cu.m.

2) Glassfibre with a nominal density of 16 kg/cu.m.

Because of the different densities, these materials have different resistances to compression. Whenchecking to ascertain the most appropriate fastener length, a good rule is to consider that 12kgglassfibre will compress to a value of 10% of its original thickness and that 16kg glassfibre willcompress to a value of 15% of its thickness.

The standard insulation thickness offered are: 60 mm, 80 mm, 100 mm, 120 mm, 160 mm and 200mm. Total insulation thickness is achieved by combining the following thickness of glassfibre rolls:50 mm, 60 mm, 80 mm and 100 mm.

Where the insulation supply is not by Lindab Butler, the type of insulation must be specified so thatthe correct fasteners and spacer system are provided by Lindab Butler. For other requirementscontact Lindab Butler.



INSULATION FACINGS

Details of the insulation facings supplied or recommended by Lindab Butler are indicate below.The facings are approved or certified in conjunction with glassfibre insulation.

CF 304 Faced Insulation (VSF)Facing Product Name: Lamotite 5127

Facing Properties:

− 0.05 mm Rigid Vinyl.− Glassfibre Scrim− 13 micron Aluminium Foil− Bonded together with Flame Resistant

Adhesive.Permeance: 0.013g/m2/ 24 hours [ASTM E96 Method A]

Fire Testing:Classified by the Institute for BuildingTechnology, Berlin as non-flammable as per DIN4102/b2

CF 105 Faced Insulation (FSF)Facing Product Name: Lamotite 8005.52

Facing Properties:

− 23 micron white lacquered Aluminium Foil− Glassfibre Scrim− 12 micron Aluminium Foil− Bonded together with Flame Resistant

AdhesivePermeance: 0.013g/m2/24 hours.[ASTM E96 Method A]

Fire Testing:

Classified by the Institute for BuildingTechnology, Berlin as non-combustible as perDIN 4102/a2.[Zulassung- Nr Z-PA-111 4.399]

The above facings are supplied together with glassfibre insulation 16 kg/ m3 density and complyingwith DIN Standards.The above facings can also be supplied with glassfibre insulation 12 kg/ m3 density.



Hungary, Czech Republic & Romania

AW3 Faced Insulation (VSF)Facing Product Name: Lamotite 5127

Facing Properties:

− 0.05 mm Rigid Vinyl.− Glassfibre Scrim.− 13 micron Aluminium Foil.− Bonded together with Flame Resistant Adhesive.

Permeance: 0.013 g/m2/24 hours [ASTM E96 Method A]Product Approvals:

Hungary EMI Approval No. A-77/1996Czech Republic Statni Z Kusebna Approval No. C-CI-97-0022

Romania INCERC 001-03/247-1999Poland ITB AT-15-5100/2001

AW2 Faced Insulation (FSF)Facing Product Name: Rothel

Facing Properties:

− 20 micron white lacquered Aluminium Foil− Glassfibre Scrim.− 12 micron Aluminium Foil.− Bonded together with Flame resistant

AdhesivePermeance: 0.05g/m2/24 hours [DIN 5 3122]Product Approvals:

Hungary EMI Approval No. A-77/1996Czech Republic Statni Z Kusebna Approval No. C-CI-97-0022

Romania INCERC 001-03/247-1999Poland ITB AT-15-5100/2001

The above facings are supplied together with glassfibre insulation 12 kg/ m 3 and 16 kg/m 3 (nom)density. The above blanket insulations have a cover width of 1200 mm.

Poland

Uni-Mata-Alum aluminium faced fibreglass insulation. Density=12kg/m3. Because of the poorpermeance value (Vapour resistance >3*10-8kg/m2sec), this insulation is recommended for use inwalls only.



UK Sourced Insulation

UK roof and wall insulation specification normally include liner panel, therefore the blanketinsulation supplied is unfaced.This blanket insulation is produced from glass wool with a nominal density of 10.5 kg/m3. It isavailable in cover widths of 1050 mm and 1200 mm. The insulation is specified in the followingmanner:

Note: Wall insulation contains more resin, which gives it the extra rigidity required for wall applications.

TQxxW

Brand name=Therma-Quilt

Nominal thickness

W= wall insulationR= roof insulation


Section:10 COLOUR CHART Revision Date: -

SECTION 10 – COLOUR CHARTS

PAGENUMBER

10.1 LTP 38; LTP 45; LVP 38; LVP 38R; LVP 45; AND LVP 20 PANELS


Section: 10 COLOUR CHARTS Revision Date: -

LTP 38; LTP 45; LVP 38; LVP 38R; LVP 45; AND LVP 20 PANELS

Thickness

Polyester Top-Coat 50ColourLindabColourCode

RALRef. No(Closest

too) 0.5mm 0.6mm 0. 5mm 0.6mmWHITE

LIGHT GREYDARK GREY

BLACKBEIGE

CORN YELLOWYELLOWBROWN

TILE REDFIRE RED

REDVERDIGRIS

GREENLIGHT BLUEDARK BLUE

SIGNAL BLUEMET. SILVERNAVY BLUEDOVE GREY

LIGHT YELLOWRED

001022087015113116152434742412754975874502524542045

901070357011900510131002102380178004300030116021600350245001501090065009703810173009

YesYesYesYesYesNoYesYesYesYesYesNoYesYesYesYesYesNoNoNoNo

YesYesYesNoYesNoNoYesYesYesNoNoNoYesYesYesYesNoNoNoNo

NoNoYesYesNoYesNoYesYesNoYesYesNoNoNoNoNoNoNoNoNo

YesYesYesYesNoYesNoYesYesNoYesYesYesYesNoNoYesYesYesYesYes


Section:11 GUTTERS AND ROOF DRAINAGE Revision Date: -

SECTION 11 – GUTTERS AND ROOF DRAINAGE

PAGENUMBER

11.1 CONTOUR GUTTER11.2 PARAPET GUTTER11.3 INTERIOR GUTTER11.4 PROVISION FOR EXPANSION AND CONTRACTION,11.4 PROVISION FOR OVERFLOW OF GUTTERS.11.5 RAINWATER PIPES11.6 ROOF WATER OUTLET DRAINAGE



CONTOUR GUTTER

LS

The standard external Contour Gutter system and matching gable fascia profile provide bothfunction and architectural aesthetics.

Pre-formed corner pieces are supplied to match the gutter and gable profile.

Gutters are supported from the roof panels by mill finish aluminium hangers.

Contour Gutter is fabricated from hot dipped galvanised steel, coated with Polyester, Top Coat 50,HPS200, or a PVF2 finish. Please refer to Lindab Butler standard colour range for colour options.

Rainfall intensity values and return periods are usually determined by the local Building ApprovalAuthorities. For example, the British Standard Code of Practice for Drainage of Roofs and PavedAreas; BS 6367;1983 recommends that for external gutters, where occasional overflow is not likelyto occur into the building, a rainfall intensity of 75 mm / hour.



PARAPET GUTTER

EAVE ADAPTOR

LINER

INSULATIONINSULATION

GUTTER

ROOF PANEL RUBBER CLOSURE PANEL

PANEL



INTERIOR GUTTER

MR−24

MULTI GUTTER

LINER PANEL

Note: Additional purlins may be required adjacent to the gutter due to snow accumulation in the valley area of the roof.

Design CriteriaDesign requirements for interior gutters of multi-sloped buildings and gutters adjacent to a parapetare important because inadequate roof drainage can detain water to the extent that structural orcontent damage may result. Therefore it is recommended that overflow discharging facilities arealso provided at the ends of these gutters. The shape and size of the collector box is the primaryconsideration with multi-slope and parapet gutters.



PROVISION FOR EXPANSION AND CONTRACTION

Welded gutter joints are the standard recommended method of joining gutter sections.All interior and parapet gutters will be provided with expansion joints at a spacing of approximately60 metres. Checks must be made to ensure that in each section of gutter there are sufficient outletsto drain a section.

Buildings greater than 180 metres long typically require an expansion joint in the steel structure.Gutter expansion joints must also be located at building expansion joints.

PROVISION FOR OVERFLOW OF GUTTERS

Where interior or parapet gutters are used there must be provision for overflowing of the gutter inthe event dowpipes become blocked or when the volume of rainwater exceeds the capacity of therainwater system.

This can be accomplished in the following manner:

a) Interior Gutter With Normal Gable Fascia:Ensure that the end stops are outside the line of the endwall panel. Make the endcap 25 mmless in height than the depth of the gutter. Any overflow should run down the outside of theendwall.

b) Buildings with Parapet:A gargoyle type overflow, either round or rectangular must be fitted through the endcap andthe parapet wall, discharging at least 50 mm outside the outer surface of the wall panel.

c) Gutters Having Expansion Joints:If the gutter has only one expansion joint then the methods described in a.) and b.) above areadequate. If however there are two or more expansion joints in the gutter then only the endsections can be fitted with overflow devices.In order to minimise the possibility of flooding from the centre section it is recommendedthat each of these sections have a minimum of two outlets. The prevention of flooding fromthe centre sections requires regular maintenance during the life of the building.



RAINWATER PIPES

110 Outside Dia

100 Inside Dia

120105

72

Downpipes are supplied in either UPVC, 110mm or 160mm diameter, or downpipes 120 mmdiameter, 0.6 mm thick plastisol coated HDG steel, or 100 mm x 70 mm cross section rectangularmetal downpipes, 0.6 mm thick polyester coated HDG steel.

Gutter outlets, wall clips and access pipes are supplied to suit specific requirements.

Maximum Pipe SpacingValues in the following tables can be interpolated for run-off widths.Recommended maximum spacing of downspouts for buildings with run-off falling into thehighlighted area is 22 m.

110 mm Diameter DownpipeRainfall Intensity mm Per HourBuilding Width

( metres )Run off width

( metres ) 50 75 15012 6 63.1 42 2115 7.5 50.5 33.8 16.818 9 42 28 1421 10.5 36 24 1224 12 31.6 21 10.527 13.5 28 18.7 9.330 15 25.2 16.8 8.436 18 21 14 742 21 18 12 645 22.5 16.8 11.2 5.648 24 15.7 10.5 5.254 27 14 9.3 4.760 30 12.6 8.4 4.263 31.5 12 8 472 36 10.5 7 3.575 37.5 10 6.7 3.384 42 9 6 3

The capacity of the rectangular downpipe is 10% less than the 100 mm diameter round downpipe.



ROOF WATER OUTLET DRAINAGE

Drainage requirements are usually determined by local Building Approval Authority Regulations.For example the requirements/recommendations of the appropriate Hungarian Standard MSZ7941/1 are illustrated below:

Area of downpipe required (circular cross section), corresponding to the horizontal projection of thewater-collecting roof surface.

Inclination angle of the roof planeα

Proposed drain pipe sectionin cm2/m2

α < 7° 0.7 cm2/m2

7° < α < 45° 0.8 cm2/m2

45° < α 0.9 cm2/m2

Area of downpipe required (rectangular cross section) corresponding to the horizontal projection ofthe water-collecting roof surface.

Inclination angle of the roof planeα

Proposed drain pipe sectionin cm2/m2

α < 7° 0.8 cm2/m2

7° < α < 45° 0.9 cm2/m2

45° < α 1.0 cm2/m2


Section: 12 ARCHITECTURAL FEATURES Revision Date: -

SECTION 12 – ARCHITECTURAL FEATURES

PAGENUMBER

12.1 GABLE FASCIA12.2 ROOF OVERHANGS12.3 ROOF CANOPIES12.4 FASCIA SYSTEM AND PARAPETS12.5 SPECIAL DETAILS



GABLE FASCIA

Specifications1) The Gable Fascia is fabricated from pre-painted galvanised steel, available in polyester,

HPS200 or PVF2. Please refer to Lindab Butler standard colour range for colour options.2) Pre-formed corner closures are provided to match the profile of the Gable Fascia and

Contour Gutter.3) Pre-formed weather seals fill the voids between the Gable Fascia and the wall panels.

Gable Detail

wall panelfoam closure

insulation

gable fascia

double side tape

gable anglebridge

LSbridge

roof panel

insulationliner panel



ROOF OVERHANGS

The standard overhang length is 1.5 m on both eave and gable applications. Custom lengths areavailable.

The width of the Sidewall overhang should be in multiples of the sidewall bay spacing. The GableOverhang is formed by cantilevering the roof purlins over the endwall frame.

Overhangs can be fully insulated if required, with all details designed to provide regulatorycompliance with U-values, thermal bridging, air leakage and insulation continuity to the approvedstandard suitable for the intended use of the building. If soffit panel is required, this is normallysupplied as a light coloured low profile trapezoidal panel. Overhangs must be installed as per theerection drawings provided by Lindab Butler.



ENDWALL OVERHANG DETAIL

SIDEWALL OVERHANG DETAIL

25mm thk LPBC approvedinsulation board

Wall Panel(Trapezoidal shown)

LS LSRoof Panel(Trapezoidal shown)

1500

Gable Fascia

Cantilevered Zed Purlin

Low Profile TrapezoidalSoffit Panel

25mm thk LPBC approvedinsulation board

Low Profile TrapezoidalSoffit Panel

Roof Panel(MR24 shown)LS SL

Overhang Beam

Primary Frame Roof Beam

Wall Panel(Trapezoidal shown)

Gutter Fascia

1500



ROOF CANOPIES

Roof Canopies

Standard cantilever roof canopies can generally be added to Widespan LRF and MRF primaryframes without strengthening the primary structure, provided that they are a maximum of 3 m spanand they are fixed at the eave level.

All other canopies are custom designed to suit the specific conditions.



Roof Canopy Details

foam closure

LTP 38roof panel

gutter

liner panel

wall panel

foam closureT.O.S. flashing

support angle

support angle

gable fasciaroof panelLTP 38



FASCIA AND PARAPET SYSTEMS

GeneralFascia and parapet systems are supported by fabricated support posts attached to the primary framesand endwall posts. The posts are spanned by a system of girts which complete the support system.In areas where ice and snow accumulate, modifications may be required to accommodate thepossible build up of snow and ice.

Fascia System Details

GABLE ANGLE

SUPPORT

FASCIA TRIM

WEATHERGUARD PANEL

FLASHING

EDGE TRIM

CAP TRIM

GABLE ANGLE

FASCIA TRIM

SUPPORT

WEATHERGUARD PANEL

CAP TRIM

GUTTER

WALL PANEL

SOFFIT PANEL

WALL PANEL

SOFFIT PANEL

SIDEWALL FASCIA SECTION ENDWALL FASCIA SECTION



Parapet System Details

CAP FLASHING

WEATHERGUARDPANEL

ROOF PANEL

GUTTER

DEPTH

GIRTDEPTH CAP FLASHING

WEATHERGUARDPANEL

ROOF EDGEFLASHING

GABLE ANGLE

PURLIN

SIDEWALL PARAPET SECTIONENDWALL PARAPET SECTION

WALL PANEL

WALL PANEL

ApplicationFascias and parapets can be applied to all widespan buildings.

PanelsFascia panels are available in all Lindab Butler standard material/colour options.Weatherguard panels (fitted on the inside of the fascia or parapet), and soffit panels are supplied asLVP 38 with appropriate flashings.

CornersAt corners where the endwall and sidewall fascias meet, the upper and lower girt systems areextended to meet each other to form the corner.

Gutter and Gable FasciaA gutter is provided between the edge of the roof panel and the sidewall weatherguard. Gutterexpansion joints are required approximately every 30 m. Standard downpipes and outlets are usedwith this gutter system. The Standard Gable Fascia flashing is not required on endwalls with FasciaSystem.



SPECIAL DETAILS

LS

Wall Roof Panel Junction


’Z’ girt

liner panel

foam closure

foam closure

foam closure

aluzinc roof panel

bridge system

liner panel

’Z’ purlin

LS


liner panel

foam closuresteel support angle

’Z’ purlin

bridgesystem

liner panel

MR−24 panel

composit panel

flashing

insulation

flashing

panel closureMR−24 panel

SL

flashingflashing

flashing



wall panel

’Z’ purlin

top of slope fascia

roof panel

insulation

MR−24

T.O.S. Detail

R

R

SL

R


Section: 13 FASTENERS & SEALANTS Revision Date: -

SECTION 13 – FASTENERS & SEALANTS

PAGENUMBER

13.1 LINDAB BUTLER SCRUBOLT13.2 LINDAB BUTLER LOW PROFILE LOCK RIVET13.3 SEALANT AND ADHESIVES



LINDAB BUTLER SCRUBOLT…a self tapping fastener for panel-to-structural connections

Carbon Steel Scrubolt

DESCRIPTION: Steel self-tapping screw with an electro-deposited zinc coating and asupplementary chromate finish.

APPLICATION: Used in conjunction with a metal-backed rubber washer to attach steel orplastic panels to steel structural members.

SPECIFICATION: Dimension and Tolerances: Scrubolts shall conform to the dimensions andtolerances specified on the relevant drawing.Material: The scrubolt shall be made of carbon steel and case hardened.Finish: The finish shall be electro-galvanised in accordance with ASTM B633.Chromate Coating: After electro-galvanising, a supplemental finish ofchromate film shall be applied to produce an iridescent bronze-likeappearance.

Stainless Steel Scrubolts

DESCRIPTION: Self tapping stainless steel screws with an electro-deposited cadmiumcoating.

APPLICATION: Used in conjunction with a metal backed rubber washer to attach aluminiumsteel or plastic panels to steel structural members.

SPECIFICATION: Dimension and Tolerances: Scrubolts shall conform to the dimension andtolerances specified on the relevant drawings.Material: The scrubolt shall be made of type 410 stainless steel inaccordance with ASTM A.314. After forming, and before plating orfinishing, the scrubolt shall be heat treated to a hardness of Rockwell C38-43.Finish: The finish shall be electro-deposited cadmium applied in accordancewith U.S. Federal Spec. QQ-P-416A, Type 1, Class 1. Thickness of coatingshall be 0.013 mm minimum. Scrubolts shall be plated in such a manner toproduce a dull appearance.



LINDAB BUTLER LOW PROFILE LOCK-RIVET…gives effective and trouble free panel-to-panel and panel-to-structural connections

The benefits include:− Positive-type fastener.− Self-clinching in single operation.− Neoprene washer provides uniform, positive seal.− Made of corrosion-resistant aluminium.− High pressure clamping action eliminates possible loosening.− Available with color caps to match wall panel.

AvailabilityRoof Lock-Rivets are available for panel-to-panel and panel-to-structural connections.Roof Lock-Rivets have a wide head to provide greater sealing area.Colours: Green stem and longer gold stem.

Wall Lock-Rivets are available for panel-to-panel and panel-to-structural connections.Wall Lock-Rivets have a smaller head for better appearance, and to facilitate the use of Plastic snap-on caps, which match the colour of the wall panels.Colours: Plain stem and longer blue stem.

SpecificationsLock-Rivets shall be aluminum alloy blind-type rivet assemblies.Lock-Rivets shall have a tensile strength of 4.89 kN minimum when set.Lock-Rivets shall have a residual clamp-up force of 1.11 kN minimum and 2.34 kN maximum.Lock-Rivets shall have a shear strength of 6.23 kN minimum.All Lock-Rivets shall have neoprene washers which equal or exceed ASTM-D-735 Specifications(Latest issue).Lock-Rivets shall be absolutely watertight to a 150 mm test stand of water for a 30 minute periodwhen properly installed.

InstallationThe installation of Lock-Rivets is shown in the sequence of photographs.Figure 1 - The Lock-rivet stem is placed in the pulling head of a special Lock-Rivet gun and is theninserted in the panel and structural hole.Figure 2 - The gun exerts a pulling action on the Lock-Rivet stem.As the stem is pulled, the Lock-Rivet petals.Figure 3 - Complete activation results in the members being permanently held together underpressure by the three petals. The stem is automatically “snapped” from the Lock-Rivet and thefastener is released from the gun.The fastening action is completely automatic and eliminates human error.



SEALANTS AND ADHESIVES

PanlasticPanlastic bead sealant is used to seal side andend laps of roof panels. The sealant is based onButyl Elastometer, 5 mm thick x 6 mm wide. Itis available in 12 m coils with removable paperbacking.Panlastic sealant has been formulated toaccommodate the thermal movement of roofsheets.

Tube SealantTypical uses include sealing around roof accessories, interior and contour gutters and gable fascia.Sealant is butyl rubber, coloured grey, supplied in 400 ml tubes, with screw-on nozzles, and appliedby a hand pressure caulking gun.

MR-24® SealantUsed in the standing lock seam of MR-24® panels and is factory applied. Sealant is synthetic butyltype and provides additional weathertight seal to the MR-24® double lock-seam.

AdhesivesVery high bond (VHB) pressure sensitive adhesive tapes are used in the bonding of metals andplastics. A double sided acrylic foam VHB tape is used in the assembly of light aluminiumcomponents, e.g. gutter/gable fascia corner pieces, and for attaching the aluminium edging strip toMR-24® LITE*PANL.


Section:14 MATERIAL Revision Date: -

SECTION 14 – MATERIAL

PAGENUMBER

14.1 MATERIAL SPECIFICATIONS AND SURFACE PREPARATION FORSTRUCTURAL STEEL

14.2 STRUCTURAL GALVANIZED STEEL COIL14.3 ALIZINC, ALUMINIUM AND PRE-PAINTED MATERIAL FOR ROOF AND

WALL PANELS


Section:14 MATERIALS Revision Date: -

MATERIAL SPECIFICATIONS AND SURFACE PREPARATIONFOR STRUCTURAL STEEL

Structural Steel – Used for Primary and Endwall FramesMaterials shall conform to:- EN 10025 for technical delivery conditions- EN 10029 for tolerances

Steel quality shall conform to:- S355J2G3 for welded sections- S235 for hot rolled sections

Surface Preparation And CoatingsSurface preparation (shotblasting) for all primary structural elements shall be in accordancewith ISO 8501-1:A Sa2½. A dry film thickness of 40 microns “Korrodur+” primer paintshall be applied to all primary structural elements. The primer paint is Alkyd resin basedwith high build zinc phosphate. This primer is intended to protect the steel during theerection process, however, in non-corrosive, indoor conditions, experience has shown thatthis one layer will successfully protect the steel work without application of a top coat.Where further protection is required, the following options are available.

a) Tri-coat layers: Second and third layers consisting of 40+40 microns KH kombilack quickdrying finish paint consisting of a combination of PVC and acrylate.

b) Fire protection: Based on Deutsches Institut für Bautechnik certificate (Z-19.11-329)F30 = 30 minutes fire protection paint system (600 microns)orF60 = 1 hour fire protection paint system (2000 microns)

c) Special coatings:- hot dip galvanised coating (90-100 microns)- multicoat: hot dip galvanised coating, plus one layer special Top Coat.

(excellent for highly aggressive corrosive environments)

Hollow Structural SectionsMaterial shall conform to:- BS EN 10210-1; Designation S 275 J2HTolerances and Section Properties shall be in accordance with:- BS 4848 Part 2 -1991 or DIN 59410Mechanical Properties:

Min. Yield Strength = 275 N/mm² Min. Tensile Strength = 430 N/mm²



STRUCTURAL GALVANISED STEEL COIL – Used for Purlins andGirts

Materials for cold formed light gauge structural members including purlins and girts shallconform to:- EN 10147 for technical delivery conditions- EN 10143 for tolerancesSteel quality shall conform to:- EN 10147 – S350+Z275N-A-CO

Where 350 = minimum yield strength in N/mm2

Z275 = coating weight in g/m2

N = normal spangleA = as coated surfaceCO = chemically passivated and oiledMin. Yield Strength = 350 N/mm2

Min. Tensile Strength = 420N/mm2



ALUZINC, ALUMINIUM AND PRE-PAINTED MATERIALS FOR ROOFAND WALL PANELS

Aluzinc Coated Steel – Used for MR-24® and LTP 38 Roof PanelsAluzinc is the perfect product for several applications. Its superior corrosion resistantsurface makes it particularly ideal in aggressive environments. The substrate has 25microns of alloy coating consisting of 55% aluminum, 43.4% zinc, and 1.6% silicon. Thetop surface is covered with a transparent coating to resist soiling, corrosion and fingermarks whilst being worked and handled during erection.

Thickness and Yield Strenght:LTP 38 - 0.54 mm thick with minimum yield strength of 280N/mm2

MR-24® - 0.66 mm thick with minimum yield strength of 320 N/mm2

MR-24®- with Factory Mutual Approval 0.75 mm thick with a min yield strength of420 N/ mm2.

Color: Bright aluminum appearance with consistent small spangles.

Fire Rating: Non-combustible, in accordance with BS476; Part 4;Class 0

Life Expectancy (to first maintenance): 20 years in most environments and up to 50years in the least corrosive environments. Warranty on application.

Limitations: Do not use in contact with copper. The minimum recommended roof slope is2.4 degrees (1:24). For MR-24® a lower roof slope of 1:2 degrees (1:48) is possible.

Polyester – Used for Roof Panels and Wall PanelsThe two-coat system is ideal for industrial and agricultural buildings located in normalenvironments. The steel substrate is covered with 20 microns of hot dipped zinc with acorrosion inhibiting passive coating. The Polyester coating has a nominal dry film thicknessof 27 microns (including primer) on the exterior surface and 10 microns of coating on theinterior surface.

Thickness and Yield Strenght:LTP 38 or LTP 45 – 0.5 mm and 0.6 mm thick with a minimum yield strength of280N/mm2

Colour: See Colour Chart for availability. (Section 10)


Life Expectancy (to first maintenance): 20 years in normal environments. Warranty onapplication.

Limitations: Minimum recommended roof slope is 2.4 degrees (1:24) for LTP 38 and 6.0degrees (1:10) for LTP 45.



Top Coat – Used for Roof Panels and Wall PanelsTop Coat is a new generation pre-paint coating system with excellent properties that noother traditional pre-painted sheet steel coating systems can offer. The steel substrate iscovered with 20 microns of hot dipped zinc with corrosion inhibiting passive coating. TopCoat has a total dry film thickness of 50 microns on the exterior surface and 10 microns ofcoating on the interior surface.The coating system is twice the thickness of traditional polyester. The coating contains smallacrylic polymer particles, which are an extremely hard, non-weathering and UV resistantmaterial. The hard, scratch resistant surface enables Top Coat to withstand mechanical wearmuch better than PVDF. It has excellent dirt repellent properties. Dirt can easily be flushedoff the roof, however rainwater will usually keep the surface clean.

Thickness and Yield Strenght:LTP 38 or LTP 45 – 0.5 mm and 0.6 mm thick with a minimum yield strength of280N/mm2

Colour: See Colour Chart for availability. (Section 10)


Life Expectancy (to first maintenance): 25 years in normal environments. Warranty onapplication.

Limitations: Minimum recommended roof slope is 2.4 degrees (1:24) for LTP 38 and 6,0degrees (1:10) for LTP 45.

Top Coat and Polyester CompositionAcrylic Polymer Particles



Aluminium Coil – Used for LTP 38 Roof PanelsAluminium to BS EN 485-2:1995, Alloy 3103, H180.2% Proof Stress = Min. 150 N/mm2

Min. Tensile Stress = 175 N/mm2

Min. Elongation = 3% in 50mm

Aluminium Coil – Used for MR-24® Roof PanelsAluminium to BS EN 495-2:1995, Alloy 5251, H24 (Modified)0.2% Proof Stress = Min. 190 N/mm2

Min. Tensile Stress = 210 N/mm2

Min. Elongation = 8% in 50m


Section: 15 WARRANTIES Revision Date: -

SECTION 15 – WARRANTIES

PAGENUMBER

15.1 WARRANTYStandard WarrantyExtended Life Warranty


Section: 15 WARRANTIES Revision Date: -

WARRANTY

Lindab Butler offers the following warranties:

1) Standard Material Warranty2) Extended Life Warranty

The Lindab Butler warranties are designed to communicate the durability and integrity of ourproducts.

Standard WarrantyThe Standard Material warranty provides one year warranty for materials and workmanship forLindab Butler furnished components. Lindab Butler will correct by repair, repainting or byfurnishing replacement materials any such defect reported to Lindab Butler within one (1) year fromthe shipment date.

Extended Life WarrantyThe Extended Life Warranty specifies material performance for roof profiles, subject to certainqualifying procedures. The warranty covers LTP 38, LTP 45 or MR-24® roof profiles for aspecified period to remain free from perforation due to corrosion under normal weather andatmospheric conditions utilising the following materials:

- Mill finish aluminium twenty (20) years warranty- PVF2 paint coated aluminium twenty (20) years warranty- Aluzinc - mill finish aluminium-Zincalloy coated steel (Min. Roof Slope 1:24) - ten

(10) years warranty- Polyester coated steel (Min. Roof Slope 1:24) ten (10) years warranty- Top Coat (high build polyester) coated steel (Min. Roof Slope 1:24) fifteen (15)

years warranty

Lindab Butler Kft.Extended Life Warranty

Lindab Butler Kft. of H-4400 Nyíregyhásza, Derkovits, u. 106-108, Hungary warrants, subject to the termsand conditions overleaf, for a period of ten (10) years for Aluzinc, or colour coated steel, of fifteen (15) yearfor TOP coat and twenty (20) years for Aluminium, from the delivery date that the roof panels, excludingliner panels, furnished by Lindab Butler for the building described below (the “Building”) will remain freefrom perforation due to corrosion under normal weather and atmospheric conditions.

Material Warranty: a. Mill finish Aluminiumb. Mill finish Aluminium-Zinc (Aluzinc) alloy coated steel (Min. Roof Slope 1:24)c. PVF2 paint coated Aluminiumd. Polyester coated steel (Min. Roof Slope 1:24)e. Top coat (high built polyester) coated steel (Min. Roof Slope 1:24)

If such failure is reported during the period specified in accordance with condition 6 of the overleaf, LindabButler’s obligation under this Warranty will be to correct such failure by repair, or by furnishing replacementmaterials, or by payment of a sum which Lindab Butler deem sufficient to arrange for the same to be carriedout, all at their absolute discretion, provided that the total liability of Lindab Butler under this endorsementshall, in no event, exceed US $8.00 per square meter of roof area for the aggregate of all claims herunder.

Building Description and Specification of Materials Warranted: This Warranty Endorsement onlyapplies to the extent of the materials checked or otherwise specified in the listing shown below:

Owner:

Building Location:(Street)

(City / Town) (Country)

Butler Order No.: Shipment Date:

Type of Roof Panels: MR-24: Area: m2

LTP 38: Area: m2

Type of Roof Finish: Aluzinc: Aluminum MillFinish:

AluminumPVF2:

EXCLUSION FOR CERTAIN FASTENER WARRANTY: Deterioration to the roof panels adjacent to,or caused directly, or indirectly by panel contact with fasteners other than aluminium Lock-Rivets or stainlesssteel fasteners is expressly excluded from coverage under this Extended Warranty.

All Lock-Rivet and stainless steel fasteners furnished by Lindab Butler are warranted for a period of twenty(20) years from delivery date against failure due solely to corrosion of the fastener.

Neither the Lindab Butler Builder / System Specialist or Lindab Butler shall have any obligation under anywarranty or guarantee until all bills for material, installation and erection of said building and componentstherof and for labour and other work performed by the Lindab Butler Builder / System Specialist or LindabButler have been paid in full to the supplier.

Form Number: E-0044Effective Date: 15 Dec 99Revision Level:

TERMS AND CONDITIONSTHE FOREGOING WARRANTIES ARE SUBJECT TO THE FOLLOWING LIMITATIONS, ADDITIONAL PROVISIONS AND CONDITIONS

INCLUDING THOSE WHICH ARE CONTAINED ON THE REVERSE SIDE:

1. The warranties expressed herein do not apply:a. to panels installed in areas subject at any time subsequently to installation to exposure to corrosive or aggressive conditions such as airborne

abrasives, salt water, marine atmospheres, spray of salt or fresh water, fallout or exposure to fumes, vapours or solid emanations containingacids, alkalis, or compounds of mercury, or other corrosive chemicals, ash or fumes (for example, without limiting the foregoing, this warrantydoes not apply to a roof which is subject to salt or fresh water spray from an ocean, lake or cooling tower or to corrosive agents emanating froma nearby manufacturing or processing plant).

b. to failures arising out of mechanical or chemical damage which may occur after the Delivery Date;c. to deterioration caused by condensates or corrosive fumes, generated or released inside the building, or failure to remove construction debris or

other accumulations of foreign substances of materials from the surface of roof panels;d. to roof panels in the event of failure to provide free drainage of water;e. to failures caused by acts of God, falling objects, external forces, explosions, fire, riot, civil commotion, acts of war, radiation, defects in any

part of the foundation of the building or the attachment of components, such as vents, flashing signs, fascia, skylights, or any other suchmaterials, accessories or machinery, the attachment of which is not made known to and approved by Lindab Butler in writing:;

f. to panels erected outside of Europe.2. As used in the Warranty, the term “roof panel”, excludes vents, gutters, skylights, any interior liner panel, trim, flashing, or other attachments to the

roof.3. Lindab Butler does not warrant components or accessory items to be free of condensation caused by high humidity inside the Building and or

temperature differentials between inside and outside (for example, without limiting the foregoing, there is no warranty against condensation formingon windows, doors and ventilators).

4. Lindab Butler does not warrant any part, product or material to meet local, municipal, or state ordinances, codes, laws or regulations.5. The owner shall inspect the roof at intervals of no more than six months and shall then clear any organic, or inorganic waste, or debris from the roof

and shall maintain and keep available for inspection by Butler a written record of such inspections and clearances showing the date, the identity of theinspector and any alteration in the state of the roof noted and any clearances made. Should any damages to, or deterioration in the condition of theroof be noted, the owner shall send to Butler full written details thereof, within two weeks of the relative inspection.

6. The obligations of Lindab Butler under this warranty shall not arise unless Lindab Butler is notified in writing by the original owner as listed above(“Owner”) and this Warranty is received by Lindab Butler, together with a written statement specifying the claim of failure within sixty (60) days aftera failure is first called to the attention of the owner and not later than the expiration of the applicable warranty period. Lindab Butler shall determine attheir absolute discretion whether correction of the defect or failure shall be by repair or by furnishing replacement materials. Lindab Butler’s liabilityshall not arise unless the correction is made under the supervision of or with written approval of Lindab Butler. Applicable warranty period to runfrom Delivery Date.

7. The obligations of Lindab Butler hereunder extend only to the original owner listed above and the Lindab Butler Builder / System Specialist to whomthe materials are initially sold. This warranty may not be the subject of any assignment or transfer by such owner or Lindab Butler Builder / SystemSpecialist without the written consent of Lindab Butler. In the event of this Warranty being assigned with Lindab Butler’s consent to a subsequentowner of the Building then the term “Owner” shall be deemed to include such a subsequent Owner

8. Except where such disclaimers and exclusions are specifically prohibited by applicable law, THE FOREGOING SETS FORTH THE ONLYGUARANTEES OR WARRANTIES APPLICABLE TO SAID BUILDING AND THE COMPONENTS THEREOF AND SAID WARRANTIES AREGIVEN EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, OF MERCHANTABILITY OR FITNESS FOR APARTICULAR PURPOSE and ALL WARRANTIES WHICH EXCEED OR DIFFER FROM SAID WARRANTIES ARE DISCLAIMED BYLINDAB BUTLER. The owner agrees that oral statements about the roof panel thereof made by Lindab Butler’s representatives, or statementscontained in Lindab Butler’s or others‘ general advertising, pamphlets, brochures or other printed matter, do not constitute warranties and thatacquisition of the building and components thereof was not made in reliance upon them. Except where such disclaimers and exclusions arespecifically prohibited by applicable law, THE OWNER’S AND THE LINDAB BUTLER BUILDER’S / SPECIALIST SPECIALIST’S SOLE ANDEXCLUSIVE REMEDY AGAINST LINDAB BUTLER SHALL BE LIMITED TO THE APPLICABLE WARRANTIES SET FORTH HEREIN ANDTHE ENDORSEMENTS, IF ANY, ISSUED TOGETHER WITH THIS DOCUMENT AND NO OTHER REMEDY (INCLUDING BUT NOTLIMITED TO THE RECOVERY OF DIRECT, INCIDENTAL, SPECIAL, INDIRECT, OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS,LOST SALES, INJURY TO PERSON OR PROPERTY, OR ANY OTHER LOSS) SHALL BE AVAILABLE TO THE OWNER OR THE LINDABBUTLER BUILDER / SYSTEM SPECIALIST OR ANY OTHER PERSONS OR ENTITIES, WHETHER BY DIRECT ACTION, FORCONTRIBUTION OR INDEMNITY OR NEGLIGENCE OR OTHERWISE. This exclusive remedy shall not be deemed to have failed its essentialpurpose as long as Lindab Butler is willing and able to carry out the terms of the warranties set forth herein.

9. Title to any replaced material shall pass to Lindab Butler.10. The construction and interpretation of this Warranty shall be governed by the laws .11. This Warranty shall become valid only when signed by the Owner and returned to Lindab Butler within 180 days after Delivery Date.12. Lindab Butler shall not have any obligation under Warranty or Guarantee until all bills for material, installation and erection of said Building and

components thereof and labour and other work performed by the Lindab Butler Builder / System Specialist or Lindab Butler have been paid in full bythe Owner.

This warranty is given by Lindab Butler Kft. subject to the terms and conditions overleaf and signed as relative hereto.

Signed by for and on behalf of Lindab Butler Kft.(Authorised Signatory) (Date)

This Warranty has been read, including the terms and conditions overleaf, and accepted on

Signed by for and on behalf of(Authorised Signatory) (Lindab Butler Builder / System Specialist)

and on,

Signed by for and on behalf of(Authorised Signatory) (Owner)

Lindab Butler Kft.Standard Warranty

Lindab Butler Kft. (Lindab Butler) of H-4400 Nyíregyhásza, Derkovits, u. 106-108, Hungary warrants, subjectto the terms and conditions overleaf, warrants the material furnished by Lindab Butler for the building describedbelow (the “Building”) to be free from defect in material and workmanship on the shipment date. Lindab Butlerwill correct by repair, repainting, or by furnishing replacement materials any such defect reported to LindabButler within one (1) year from the shipment date. As used in this warranty, the term “reported” refers to theprocedure set forth in paragraph 5 on the reverse side.

Owner:

Building Location:(Street)

(City/Town) (Country)

Lindab Butler OrderNo.:

Shipment Date:

Type of Roof Panels:

Type of Wall Panels:

TERMS AND CONDITIONSTHE FOREGOING WARRANTIES ARE SUBJECT TO THE FOLLOWING LIMITATIONS, ADDITIONAL PROVISIONS AND CONDITIONS

INCLUDING THOSE WHICH ARE CONTAINED ON THE REVERSE SIDE:

1. The warranties expressed herein do not apply:a. to panels installed in areas subject at any time subsequently to installation to exposure to corrosive or aggressive conditions such as

airborne abrasives, salt water, marine atmospheres, spray of salt or fresh water, fallout or exposure to fumes, vapours or solid emanationscontaining acids, alkalis, or compounds of mercury, or other corrosive chemicals, ash or fumes (for example, without limiting theforegoing, this warranty does not apply to a roof which is subject to salt or fresh water spray from an ocean, lake or cooling tower or tocorrosive agents emanating from a nearby manufacturing or processing plant);

b. to failures arising out of mechanical or chemical damage which may occur after the Delivery Date;c. to deterioration caused by condensates or corrosive fumes, generated or released inside the building, or failure to remove construction

debris or other accumulations of foreign substances of materials from the surface of roof panels;d. to roof panels in the event of failure to provide free drainage of water;e. to failures caused by acts of God, falling objects, external forces, explosions, fire, riot, civil commotion, acts of war, radiation, defects in

any part of the foundation of the building or the attachment of components, such as vents, flashing signs, fascia, skylights, or any othersuch materials, acccessories or machinery, the attachment of which is not made known to and approved by Lindab Butler in writing:;

f. to panels erected outside of Europe.2. As used in the Warranty, the term ”roof panel,” excludes vents, gutters, skylights, any interior liner panel, trim, flashing, or other attachments to the

roof.3. Lindab Butler does not warrant components or accessory items to be free of condensation caused by high humidity inside the Building and or

temperature differentials between inside and outside (for example, without limiting the foregoing, there is no warranty against condensation formingon windows, doors and ventilators).

4. Lindab Butler does not warrant any part, product or material to meet local, municipal, or state ordinances, codes, laws or regulations.5. The owner shall inspect the roof at intervals of no more than six months and shall then clear any organic, or inorganic waste, or debris from the roof

and shall maintain and keep available for inspection by Lindab Butler a written record of such inspections and clearances showing the date, theidentity of the inspector and any alteration in the state of the roof noted and any clearances made. Should any damages to, or deterioration in thecondition of the roof be noted, the owner shall send to Lindab Butler full written details thereof, within two weeks of the relative inspection.

6. The obligations of Lindab Butler under this warranty shall not arise unless Lindab Butler is notified in writing by the original owner as listed above(“Owner”) and this Warranty is received by Lindab Butler, together with a written statement specifying the claim of failure within sixty (60) days aftera failure is first called to the attention of the owner and not later than the expiration of the applicable warranty period. Lindab Butler shall determine attheir absolute discretion whether correction of the defect or failure shall be by repair or by furnishing replacement materials. Lindab Butler’s liabilityshall not arise unless the correction is made under the supervision of or with written approval of Lindab Butler. Applicable warranty period to runfrom Delivery Date.

7. The obligations of Lindab Butler hereunder extend only to the original owner listed above and the Lindab Butler Builder/System Specialist to whomthe materials are initially sold. This warranty may not be the subject of any assignment or transfer by such owner or Lindab Butler Builder/SystemSpecialist without the written consent of Lindab Butler. In the event of this Warranty being assigned with Lindab Butler’s consent to a subsequentowner of the Building then the term “Owner” shall be deemed to include such a subsequent Owner

8. Except where such disclaimers and exclusions are specifically prohibited by applicable law, THE FOREGOING SETS FORTH THE ONLYGUARANTEES OR WARRANTIES APPLICABLE TO SAID BUILDING AND THE COMPONENTS THEREOF AND SAID WARRANTIES AREGIVEN EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, OF MERCHANTABILITY OR FITNESS FOR APARTICULAR PURPOSE and ALL WARRANTIES WHICH EXCEED OR DIFFER FROM SAID WARRANTIES ARE DISCLAIMED BYLINDAB BUTLER. The owner agrees that oral statements about the roof panel thereof made by Lindab Butler’s representatives, or statementscontained in Lindab Butler’s or others‘ general advertising, pamphlets, brochures or other printed matter, do not constitute warranties and thatacquisition of the building and components thereof was not made in reliance upon them. Except where such disclaimers and exclusions arespecifically prohibited by applicable law, THE OWNER’S AND THE LINDAB BUTLER BUILDER’S/SPECIALIST SPECIALIST’S SOLE ANDEXCLUSIVE REMEDY AGAINST LINDAB BUTLER SHALL BE LIMITED TO THE APPLICABLE WARRANTIES SET FORTH HEREIN ANDTHE ENDORSEMENTS, IF ANY, ISSUED TOGETHER WITH THIS DOCUMENT AND NO OTHER REMEDY (INCLUDING BUT NOTLIMITED TO THE RECOVERY OF DIRECT, INCIDENTAL, SPECIAL, INDIRECT, OR CONSEQUENTIAL DAMAGES FOR LOST PROFITS,LOST SALES, INJURY TO PERSON OR PROPERTY, OR ANY OTHER LOSS) SHALL BE AVAILABLE TO THE OWNER OR THE LINDABBUTLER BUILDER/SYSTEM SPECIALIST OR ANY OTHER PERSONS OR ENTITIES, WHETHER BY DIRECT ACTION, FORCONTRIBUTION OR INDEMNITY OR NEGLIGENCE OR OTHERWISE. This exclusive remedy shall not be deemed to have failed its essentialpurpose as long as Lindab Butler is willing and able to carry out the terms of the warranties set forth herein.

9. Title to any replaced material shall pass to Lindab Butler.10. The construction and interpretation of this Warranty shall be governed by the laws of XX.11. This Warranty shall become valid only when signed by the Owner and returned to Lindab Butler within 180 days after Delivery Date.12. Lindab Butler shall not have any obligation under Warranty or Guarantee until all bills for material, installation and erection of said Building and

components thereof and labour and other work performed by the Lindab Butler Builder/System Specialist or Lindab Butler have been paid in full bythe Owner.

This warranty is given by Lindab Butler Kft. subject to the terms and conditions overleaf and signed as relative hereto.

Signed by for and on behalf of Lindab Butler Kft.(Authorised Signatory) (Date)

This Warranty has been read, including the terms and conditions overleaf, and accepted on

Signed by for and on behalf of(Authorised Signatory) (Lindab Butler Builder/System Specialist)

and on,

Signed by for and on behalf of(Authorised Signatory) (Owner)

Form Number: E-0045Effective Date: 15 Dec 99Revision Level:


Section: 16 CONSTRUCTION DETAILS Revision Date: -

SECTION 16 – CONSTRUCTION DETAILS

PAGENUMBER

1. ROOF2. WALL3. BASE DETAILS4. DADO WALL DETAILS5. EAVE DETAILS6. GABLE DETAILS7. EXTERNAL CORNER DETAILS8. INTERNAL CORNER DETAILS9. OVERHEAD DOOR DETAILS10. PERSONNEL DOOR DETAILS11. WINDOW DETAILS12. SIDEWALL OVERHANGS13. ENDWALL OVERHANGS14. TOP OF SLOPE DETAILS15. WALL PANEL FEATURE DETAILS

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