specification guide uk/roi - qwik · pdf filespecification guide uk/roi daingean, co. offaly...

MaSonrY SuPPort SYSteM

WIND POST WALL TIES

WorlD claSS BuIlDIng ProDuctS, DeSIgneD to Save You tIMe anD MoneY

SPecIFIcatIon guIDe uK/roI

Daingean, Co. Offaly, Ireland. | Tel: +353 57 9353018 | Email: [email protected] | www.killeshal.com

1. Qwik Fix™ angle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.1 When to use Masonry Support Systems . . . . . . . . . . . . . . . . . . 1

1.2 System overview . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.3 Design considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

1.3.1 Fixing and restraint . . . . . . . . . . . . . . . . . . . . . . . . . . 3

1.3.2 Setting out . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

1.4 How to Specify Qwik Fix™ angle . . . . . . . . . . . . . . . . . . . . . . . 4

1.4.1 cavity Width/loading . . . . . . . . . . . . . . . . . . . . . . . . 5

1.4.2 Supporting Structure . . . . . . . . . . . . . . . . . . . . . . . . . 6

1.4.3 (a) Fixings (concrete) . . . . . . . . . . . . . . . . . . . . . . . . . . . 7

1.4.3 (b) Fixings (Steel) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

1.4.4 angle arrangements . . . . . . . . . . . . . . . . . . . . . . . . .10

1.4.5 extras - Specialist & ancillary Products . . . . . . . . . .11

2. Windposts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .14

3. glass Fibre Wall ties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17

contents

1 Qwik-Fix™ angle (Masonry Support System)

Materials:Bracket, lock Washer: 304 austenitic stainless steel (en 1.4301)angle Section: lDX 2101 duplex stainless steel (en 1.4162)extender Shoes, Isolators & Shims: nylon 66

1.2 System overview

a. Silicon Soft Jointb. compressible

Backing rodc. Mortard. compressible Filler

b d

a c

Fig. 2

1.1 When to use Masonry Support SystemsMasonry and brick panels must be restricted in size to avoid facade cracking due to differential expansion and compressive stress fracturing. Differential expansion is caused by thermal fluctuationsandmoistureabsorption.Qwik-Fix™recommendsmasonrysupportanglesshouldbe provided at every single or second storey level when a building exceeds 9 metres in height. For masonry panel design guidance please refer to BS 5628: Part 1: 2005 or the IStructe manual for eurocode 6.

Fig. 1

1 Qwik-Fix™ angle (Masonry Support System) continued

adjustment tolerancesQwikFix™Anglemasonrysupportsystemprovidessignificantadjustabilityinallthreeplanesto ensure that building tolerances can be accommodated and contact with reinforcing bar can be avoided.

the indexed aperture at the back of the bracket allows up to 25mm of accurate adjustment in either direction on the vertical plane, without slippage.

Qwik-Fix™Angleisthefirstmasonrysupportsystem to provide integrated adjustment across the cavity in both directions, without the use of shims (patent pending). If shims are required,overallfixingthicknessesshouldnotexceedthosespecifiedinSection3.Qwik-Fix™Isolators (provided as standard) and packing shims provide favourable insulation, minimise thermal bridging and help prevent against bi-metallic corrosion.

Fig. 4

+25mm

20mm

20mm

+12mm

-15mm

-25mm

1. adjustable Support Bracket2. Shelf angle Section3. extension Shoe*4. 2mm Isolation Shim

5. 6mm extension Shim*6. a4 Stainless M12 Fixing Bolt7. adjustable lock Washer8. M12 Washer

9. M12 lock nut10. restraint Peg

Qwik-Fix™ angle assembly; exploded view

4

3

25

6

1

7

8

9

10

Fig. 3

Whilestandardlengthsofstraightanglemaybecutonsitetoensuretheyfit,cornerunitsshouldnever be cut. Straight sections should not be cut to less than 300mm if supported by two brackets. Individualbracketscanbeprovidedforfillingnarrowergapsandforuseonradiuswalls.

Min 300mm

150mm

150mm

150mm

Fig. 6

150mm

1.3 Design considerations1.3.1 Fixing and restraint considerations

the minimum expansion gap should be at least 12mm where there is a single storey height of brickwork below the support system. the gap should be increased by 1mm for every additional metre in panel height.

Wall ties should support the panel no more than 300mm above and below the shelf angle.

1.3.2 Setting out

System ref Factored load (kn/m)

nominal length of angle (mm)

Brackets per angle length

nominal Bracket centres (mm)

K02 1 to 2 2000mm 2 1000mm

K04 3 to 4 1800mm 2 900mm

K06 5 to 6 1500mm 2 750mm

K10 7 to 10 1200mm 2 600mm

K12 11 to 12 1100mm 2 550mm

K14 13 to 14 1000mm 2 500mm

K16 15 to 16 900mm 2 450mm

K18 17 to 18 1000mm 3 330mm

K20 19 to 20 600mm 2 300mm

Page 3


Fig. 5

1.4 How to Specify Qwik Fix™ angleBuildingasystemspecificationforQwik-Fix™Angleisasimpleprocess.Byfollowingtheformatsetout in the example below, you can provide us with all the required information.

Formatting example:

Thisspecificationwillreadasfollows:Quick-Fix™AngleK14-130-cn-cacr-Sa-PK

ContinuetoPage5andstartbuildingyoursystemspecification.

Sample value resultant Page Specification (Section)

14kn/m K14

130 K14-130

concrete K14-130-cn

chemical anchor in K14-130-cn-ca

Standard non Welded angle K14-130-cn-ca-Sa

Plaster Key K14-130-cn-ca-Sa-PK

load/ cavity

Supporting Structure

Fixing Detail

angle arrangement

extras


4 (1.4.1)

5 (1.4.2)

6 (1.4.3)

9 (1.4.4)

10 (1.4.5)

1.4.1 cavity Width/loading

cavity Width

AllstandardQwik-Fix™Angleconfigurationsaresuitableforcavitywidthsrangingfrom70mm to 200mm. Brackets for narrower cavities can be fabricated on a case by case basis. When designing for cavity widths greater than 150mm in width, we recommend you contact the Qwik-Fix™ technicaldepartmentfordesignassistanceonfixingdetails.

loading

QwikFix™Angleissuppliedinconfigurationstoaccommodatedesignloadsrangingbetween1kn/m and 20kn/m.

Qwik-Fix™ angle is suitable for use with most outer leaf materials: brickwork, fairface blockwork, rendered blockwork, exterior insulation panels, cut stone and reconstituted stone.

calculating loads:

Masonry load assumptions for Brick, Block & render below are per BS 648 (1964). Qwik-Fix™ recommends referring to manufacturers guidelines for exact values.

* Factored Panel Load = (Unfactored Characteristic Load x 1.4 Factor of Safety)

an overall partial safety factor for action of g = 1.4 is used. the partial safety factors for action depend on the type of loading and shall be taken from the national regulations. according to the British national annex of eurocode: Basis of Structural Design (BSen1990), the partial safety factor is gg = 1.35 for permanent actions and gQ = 1.5 for variable actions.

Material Density kg/m3 unfactored Panel load kn/m2

*Factored Panelload kn/m2

Blockwork & Medium Density clay 2150 2.15 3.01 Brickwork (100mm wide)

Blockwork & Medium Density clay 2150 4.62 6.50 Brickwork (215mm wide)

Sand & cement render (12.7mm thick) 1888 0.24 0.34

High Density clay Brickwork 2327 2.33 3.30

Factored load range (kn/m) Specify as Follows:

1-2 K02 - cavity Width [mm]









Design Load (kN/m) = [Factored Panel Load (kN/m²) x Panel Height (m)]

Page 5Specification: LOAD/CAVITY Structure Fixing Angle Extras


Specification: STRUCTURE Fixing Angle ExtrasLoad/Cavity

1.4.2 Support Structure

Qwik-Fix™Anglecanbefixedtoconcrete,steeland blockwork.

adequate support at the heel of the bracket is a critical consideration when designing masonry support systems because failure to support the heel correctly could result in unacceptable deflectionatthetoeoftheangle.


Fixing Back to concrete: [Specify cn]

concrete Standards: Working loads are based on a concrete of minimum class c20/25, to BS en 206-1.

edge Distances & Spacing: Please refer to Section 1.4.3 of this guide for information onfixingpointsandmethods.

Minimum reinforcement: to be designed in accordance with BS 8110, or eurocode 2.Fig. 9

Fixing Back to Steel: [Specify St]

Qwik-Fix™Anglecanbefixedtobacktouncasedsteel.the structural edge member must be designed to minimisedeflectionsandaccommodatethetorsionalforces created by eccentric loading from the brickwork.

Bi metallic corrosion and thermal bridging is minimised by using the Qwik-Fix™ Isolation Shim, which comes with every system as standard.

Fig. 10

Fixing Back to Block: [Specify Bl]

Iffixingtoblockworkwallsisunavoidable,saidwallsmustbe designed by an engineer to take the resultant ultimate loads. Due to the variance in block densities, on site testing is required in all cases.

Fig. 11

Fig. 7 Fig. 83 7

Fixing to a cast-in stainless steel channel can speed up installation of Qwik-Fix™ angle considerably because it negates the need for on site drilling.

* load capacities shown are ultimate, based on non-cracked concrete c20/25 without axial spacing and edgeinfluences.WherefactorsapplypleasecontacttheQwik-Fix™technicaldepartmentforguidance.

1.4.3(a) Fixings for concretecast-in channel: [Specify cH]

K 38/17-200 a2 Stainless channel

Design tensile load capacity (kn) 7.0 per anchor stud

Design Shear load capacity (kn) 8.0 per anchor stud

Minimum Stud centres (mm)* 1 200

Minimum edge Distance (mm)* 2 75

Minimum corner Distance (mm)* 3 50

Minimum Spacing (mm)* 4 100

channel Width (mm) 5 38

channel gauge (mm) 3

channel opening (mm) 6 18

anchoring Depth from concrete Face 7 50mm

Material a2 Stainless

Fixing Bolt M12 t Head

Page 7Specification: Structure FIXING Angle ExtrasLoad/Cavity


Fig. 13

4

2

3

Fig. 12

1

5

6

7

Specification: Structure FIXING Angle ExtrasLoad/Cavity

(eB) FaZ II 12/20 a4 High Performance Bolt

Design tensile load (kn) 10.67

Design Shear load (kn) 23.6

Minimum edge Distance (mm)* 55

Minimum Spacing (mm)* 50

Maximum Fixing thickness (mm) 20

Material a4 Stainless

Design Method etag 001 annex c

european technical approval no. 01/0015

*LoadsshownarebasedonC20/25concretewithoutaxialspacingandedgeinfluences.Wherefactorsapplyplease contact the Qwik-Fix™ technical department for guidance.

(ca) FHB II-a S a4 M 12 x 75/25 High Performance anchor

resin capsule FHB 11-PF 12.75



Minimum edge Distance (mm)* 40

Minimum Spacing (mm)* 40

Maximum Fixing thickness (mm) 25

curing time @ temp. (mins)

-5˚C–0˚C 8

1˚C–10˚C 6

10˚C–20˚C 4

≥20˚C 2

Design Method etag 001 annex c

european technical approval no. 05/164

ConcretePost-Fix–MechanicalExpansionBolt:[Specify eB]

ConcretePost-Fix–ChemicalAnchor:[Specify ca]


Fig. 14

Fig. 15

1.4.3 (b) Fixings for SteelBlind Fixing: [Specify BF]

open Fixing: [Specify oF]

* the Peg Bolt should not be anchored to irregular shaped holes or holes with clearances of greater than +0.1mm.

Whenfixingtoblindboxsection,Qwik-Fix™recommendstheuseofthepegbolt,whichisatleastasstrongasastandardboltandcanbeinstalledveryefficiently.

Thestandardsolutionwhenfixingbacktouncasedsteel,theM12stainlessboltcanbeusedwithallQwik-Fix™Angleconfigurations.

Peg Bolt (BF) M12 a4

Minimum overall length (mm) Fixing thickness (mm) + 18


FactorofSafety–TensileLoad* 5:1


FactorofSafety–ShearLoad* 1.5:1

Drill Hole Diameter (mm)* 12

Minimum Spacing (mm) 35

Minimum edge Distances (mm) 12

Set Screws (oF) M12 a4



Page 9Specification: Structure FIXING Angle ExtrasLoad/Cavity


Fig. 16 Fig. 17 Fig. 18

Fig. 19

Specification: Structure Fixing ANGLE ExtrasLoad/Cavity

our signature system, Qwik-Fix™ angle is fully adjustable on three planes and therefore mitigates for any complications which may arise on site. added strength in the angle section gives engineers peace of mind and allows brackets to be spaced at up to 20% wider centres when compared with rival systems. Patent Pending.

1.4.4 angle arrangementsStandard non Welded angle: [Specify Sa]

Weldedsystemsarefabricatedtoengineers’specificationsonacasebycasebasis.Designassistancecanbeprovided by the Qwik-Fix technical teams, if required. as with non welded systems, Qwik-Fix™ isolation shims are provided with welded systems as standard.

Welded angle: [Specify WlD]

Invertedsystemsarealsofabricatedtoengineers’specificationsonacasebycasebasis.Designassistancecan be provided by the Qwik-Fix™ technical teams and isolation shims will be provided. Inverted systems allowforsecurefixingiftheexpansiongapmustbepositionedclosetothetoporabovethefloorslab.

Inverted angle: [Specify Inv]


Fig. 20

Fig. 22

Fig. 24

Fig. 21

Fig. 23

Fig. 25

1.4.5 extras - Specialist & ancillary Productstall Dropper Brackets: [Specify DB]

Dropperbracketsmayberequiredifthespecifiedsupportlevelistobesubstantiallylowerthan thefloorslab.DropperbracketsaredesignedandfabricatedonacasebycasebasisPlease contact the Qwik-Fix™ technical department for design assistance.

Flush non Welded angle/Bracket: [Specify FB]

Aflushangleandbracketarrangementisrequiredifyouwishtoleavethestainlesssteelsupportangle exposed over an opening. Please contact the Qwik-Fix™ technical department for design assistance.

Plaster Key: [Specify PK]Ifyoudonotwishtoleavestainlesssteelexposedinanopening,aprofiledstainlesssteelstripiswelded to the underside of the support angle so as to provide a key for retaining plaster or render. Theplasterkeyisastandarditemwhichrequiresnospecificdesignanditcanbeusedwithanybracket type or angle arrangement.

Page 11Specification: Structure Fixing Angle EXTRASLoad/Cavity


Fig. 26

Fig. 28

Fig. 30

Fig. 27

Fig. 29

Fig. 31

Specification: Structure Fixing Angle EXTRASLoad/Cavity

cavity closer: [Specify cc]

If you prefer to close the cavity, stainless steel plates can be welded to the underside of the supportangleandcarriedthroughtothebackofthebracket.Themainbenefitsofthisincluderestrictingfire,airflowandmovementofvermininthecavity.Cavityclosersareonlyavailablewithflushbracket-anglearrangements.

Soldier course Hangers: [Specify Sc]

over openings, decorative soldier course arrangements can be accommodated by specifying wire hangers, which come complete with horizontal bars for passing through bricks. Please provide detail drawings for all openings to the Qwik-Fix technical department for review.


Fig. 32

Fig. 34

Fig. 33

Fig. 35

Individual Brackets: [Specify IB]

Individual brackets are designed to conform to BS en 845-1 and provide masonry support above expansiongapsonradiuswallsandmaybeusedasinfillpiecesonstraightrunsincertain circumstances.Individualbracketsshouldbespecifiedseparately,citingloadingspecification,cavitywidth,supportingstructure,desiredfixingmethodandoutsidewallradiusifapplicable.

example: You require Individual Brackets to carry a 14kn/m factored load over a 130mm cavity. Youwanttofixtoaconcreteslabusingahighperformanceexpansionbolt.Theoutsideradiusofyourveneerwallis3350mm.Yourequire6.5linearmetresofthisspecification:

Specify: Qwik-Fix™ angle IB-K14-130-cn-eB-r3350 x 6.5 linear metres

Page 13Specification: Structure Fixing Angle EXTRASLoad/Cavity


Fig. 36

Fig. 38

Fig. 37

2 Windposts

*l Shear ties can be provided with a de-bonding sleeve if the Windpost is positioned at a vertical movement joint.

Windpostloadingsarederivedfromanallowablestressvalueof181N/mm²andadeflectionlimitofSpan÷360.Thelesserofthetwofiguresisthequotedloading.

Windpostsspanverticallybetweenfloorstoprovideadditionallateralsupportandstiffnessto masonry panels where necessary.

u and Du Windposts are installed in the cavity, leaving the inner leaf undisturbed, while lP Windposts are designed to be built into the inner skin of the cavity. all three types of Windposts are available in shorter lengths to serve as Parapet Posts or Spandrel Posts below windows.

Windpostsaredesignedandmanufacturedonaprojectbyprojectbasiswithspecificallydesignedbaseandupperplateoranglefixings.Theyarealsosuppliedwithasuitablenumberofwalltieswhich will vary in relation to the post type and the cavity width.

type use With cavity

u tie u & Du Windposts 50mm - 200mm

l 50 tie lP Windposts 50mm



l Shear tie lP Windposts 50mm - 200mm

type u Windpost type lP Windpost type Du Windpost

Fig. 40 Fig. 41Fig. 39

3 Windposts (continued)

Maximum unfactored wind load for height of type lP Windpost uDl (kn).

code Size 2500mm 3000mm 3500mm 4000mm 4500mm 5000mm 5500mm 6000mm

lP1 125 x 70 x 4 9.0 6.2 4.6 3.5

lP2 125 x 70 x 5 11.0 7.7 5.7 4.3 3.4

lP3 125 x 70 x 6 13.1 9.1 6.7 5.1 4.1 3.3

lP4 150 x 70 x 4 12.5 10.2 7.5 5.7 4.5 3.7 3.0

lP5 150 x 70 x 5 15.5 12.6 9.3 7.1 5.6 4.5 3.8 3.2

lP6 150 x 70 x 6 18.5 15.0 11.0 8.4 6.7 5.4 4.5 3.7

lP7 170 x 70 x 4 15.8 13.1 10.5 8.1 6.4 5.2 4.3 3.6

lP8 170 x 70 x 5 19.0 16.3 13.0 10.0 7.9 6.4 5.3 4.4

lP9 170 x 70 x 6 19.0 19.0 15.5 11.8 9.4 7.6 6.3 5.3

lP10 200 x 70 x 4 19.0 17.8 16.3 12.5 9.9 8.0 6.6 5.6

lP11 200 x 70 x 5 19.0 19.0 18.9 15.5 12.2 9.9 8.2 6.9

lP12 200 x 70 x 6 19.0 19.0 19.0 18.4 14.5 11.8 9.7 8.2

Maximum unfactored wind load for height of type Du Windpost uDl (kn).

code Size 2500mm 3000mm 3500mm 4000mm 4500mm 5000mm 5500mm 6000mm

Du3 60 x 60 x 6 (2) 11.0 7.7 5.6 4.3 3.4 2.8

Du6 70 x 60 x 6 (2) 13.7 9.5 7.0 5.4 4.2 3.4 2.8

Du9 115 x 60 x 6 (2) 27.0 26.1 19.2 14.7 11.6 9.4 7.8 6.5

Page 15

code Size 2500 3000 3500 4000 4500 5000 5500 6000 mm mm mm mm mm mm mm mm

u1 60 x 60 x 4 3.0 2.1

u2 60 x 60 x 5 3.5 2.5 1.8

u3 60 x 60 x 6 5.5 3.8 2.8 2.2

u4 75 x 60 x 4 4.9 3.4 2.5 1.9

u5 75 x 60 x 5 5.9 4.1 3.0 2.3 1.8

u6 75 x 60 x 6 6.9 4.8 3.5 2.7 2.1

u7 115 x 60 x 4 13.2 9.2 6.7 5.2 4.1 3.3

u8 115 x 60 x 5 16.1 11.2 8.2 6.3 5.0 4.0 3.3

u9 115 x 60 x 6 18.8 13.0 9.6 7.3 5.8 4.7 3.9 3.3

Maximum unfactored wind load for height of type u Windpost uDl (kn) uniformly distributed.

Maximum unfactored wind load for height of type u Spandrel/Parapet Post

SpandrelandParapetPostsaredesignedwithadeflectionlimitofSpan÷180.

Maximum unfactored wind load for height of type lP Spandrel/Parapet Post

code Size 800mm 1000mm 1200mm 1400mm 1600mm 1800mm 2000mm

lP1 125 x 70 x 4 7.0 5.6 4.6 4.0 3.5 3.1 2.8

lP2 125 x 70 x 5 8.0 6.9 5.8 4.9 4.3 3.8 3.5

lP3 125 x 70 x 6 8.0 8.0 6.8 5.9 5.1 4.6 4.1

lP4 150 x 70 x 4 8.0 7.8 6.5 5.6 4.9 4.3 3.9

lP5 150 x 70 x 5 8.0 8.0 8.0 8.0 6.1 5.4 4.9

lP6 150 x 70 x 6 8.0 8.0 8.0 8.0 7.2 6.4 5.8

lP7 170 x 70 x 4 8.0 8.0 8.0 7.0 6.2 5.5 4.9

lP8 170 x 70 x 5 8.0 8.0 8.0 8.0 7.7 6.8 6.1

lP9 170 x 70 x 6 8.0 8.0 8.0 8.0 8.0 8.0 7.3

lP10 200 x 70 x 4 8.0 8.0 8.0 8.0 8.0 7.4 6.7

lP11 200 x 70 x 5 8.0 8.0 8.0 8.0 8.0 8.0 8.0

lP12 200 x 70 x 6 8.0 8.0 8.0 8.0 8.0 8.0 8.0

code Size 800mm 1000mm 1200mm 1400mm 1600mm 1800mm 2000mm

u1 60 x 60 x 4 6.0 3.9 2.7 2.0 1.5

u2 60 x 60 x 4 7.2 4.6 3.2 2.4 1.8

u3 60 x 60 x 5 8.8 7.0 5.0 3.7 2.8

u4 75 x 60 x 4 8.5 6.4 4.5 3.3 2.5

u5 75 x 60 x 5 9.3 7.5 5.4 3.9 3.0

u6 75 x 60 x 6 9.3 7.5 6.2 4.6 3.5

u7 115 x 60 x 4 9.3 7.5 6.2 5.3 4.6

u8 115 x 60 x 5 9.3 7.5 6.2 5.3 4.6

u9 115 x 60 x 6 9.3 7.5 6.2 5.3 4.6

3 Windposts (continued)

Fig. 42 Fig. 43

3 glass Fibre Wall ties

Manufacturedfromglassfibre-reinforcedcompositepolymer,Qwik-Fix™WallTiesprovideacost effectivemethodofsignificantlyreducingthermalbridginginwidecavityconstruction,whichwould otherwise occur if stainless steel ties were used. they are magnetically and electrically non conductive, and create an excellent bond with mortar because of their silica coating.

Qwik-Fix™ gFrP cavity ties have been independently tested and conform to BS en 845-1: 2003 and meet the appropriate parts of the nHBc standards at a cavity width of 200mm. they can be cat-egorised as type 2 ties at a design embedment of 62.5mm in accordance with corrigendum no. 1: BS 5628-1: 2005. this means they can be used in buildings not exceeding 15m in height, anywhere in Ireland or the uK.

It is assumed that masonry units conform to BS en 771, with a normalised compressive strength > 5n/mm² and mortar conforms to BS en 998-2, with a compressive strength > 1.5n/mm².

cavity Width recommended tie length

≤75mm 200mm

76-100mm 225mm

101-125mm 250mm

126-150mm 275mm

151-175mm 300mm

167-200mm 325mm

Qwik-Fix Maximum Declared value at ultimate load (n)

required values (n) as per BS en 845-1

tension 4379 1800

compression 2096 1300

Page 17

Fig. 44

For further details, installation instructions, technical & spec.writing information, visit our website:

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Your local agent:

Killeshal Precast concrete was set up in 1969 and is currently recognised as one of the leading suppliers of building products to the Irish construction market. Killeshal has full distribution coverage throughout the 32 counties.

Products include:

• Building components • civil and Drainage Systems • entrances and Stone cladding• Kerbs and Paving • Fencing • landscaping Materials

Daingean, Co. Offaly, Ireland. | Tel: +353 57 9353018 | Email: [email protected] | www.killeshal.com

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