Instructions for use - tender specifications for UNIGLAS FACADE:

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Amberlynn McDaniel
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1 Instructions for use - tender specifications for UNIGLAS FACADE: The performance limit is the glued laminated timber post and beam construction to be provided by the customer. The minimum timber quality of the construction must correspond to grade GL 24 for glued laminated timber. The minimum width of posts and beams is 60 mm. The structural design must prove that the beam has a maximum deflection of l/500 from the weight of the beam itself including the weight of the insulating glass. Contrary to DIN 18202: and DIN : , the installation inaccuracy (dimensions) of the post and beam construction is maximum ± 2 mm (=> maximum tolerance 4 mm) with regard to the reference point of a reference axis both in height and in the axes. The offset of the posts from the beams at the level of the insertion elements must not exceed ± 0.5 mm. The maximum sag of the beams must be limited to fmax l/500. Beam axis 2 Beam axis 1 h Nominal axis dimension ± 2 mm Beam axis 0 Post axis n b n Nominal axis dimension ± 2 mm Example of installation inaccuracies for nominal dimension transgression with the post (beam dimension h arises parallel to reference point = post axis 0 / beam axis 0): Other performance limits are lateral building connections, as well as connections to the base, eaves or attic, including insulation and cladding with flashings, as well as exterior sun protection. The glazing is not further specified. Any functional glazing from the corresponding proposal, the UNIGLAS product range or even panels, PV or solar thermal energy modules in insulating glass technology can be used here. Tenders for a window and/or glazed doors with turn-tilt function as an insert element are invited by way of example. Accordingly tenders are also invited for sliding sashes or lift-slide sashes as an insert element, as presented in the guiding notes.

2 UNIGLAS Tender Specifications for Special contractual conditions: Insulating glass elements The insulating glass elements used and integrated must bear the CE mark, as well as the Ü-mark for multipane insulating glass in Germany in accordance with Bauregelliste A, Part 1, Annex Glass Clear, transparent base glass with maximum colour neutrality must be used. Connecting rods Only connecting rods made of birch veneer plywood in accordance with EN 636 "S" with bonding class 3 in accordance with EN with a minimum thickness of 12 mm, surface 2 x ground on all sides (grain 120 and grain 180) maybe used. For TGC façades with buildings of a bracing function, the face veneer layer of the birch veneer plywood must always run along the rod axis i.e. parallel to the glass edge. Humidification of the connecting rods that exceeds an 18% moisture content of the timber must be avoided. Thick layer of varnish The connecting rod must have a thick layer of varnish consisting of a water-based, pigmented woodpreservative impregnation of "Aquawood TIG Weiß, nominal application quantity of 200 g/m², a waterbased intermediate coating of "Aquawood Spritz-Intermedio Jet', nominal application quantity of 125 to 150 g/m², as well as a water-based, pigmented top coat of "Adler Acryl-Spritzlack Q10 M" nominal application quantity of 250 bis 300 g/m² (250 bis 300 µm) according to the technical specification sheets of ADLER- WERK Lackfabrik, A-6130 Schwaz. However, the adhesion area must be completely free of any coating. Over-coats and subsequent removal by milling is not permitted. Wood screws For screwing the TGC element to the post and beam timber sub-structure, only anti-corrosion wood screws Ø 5 mm; length 70 mm with general technical approval or in accordance with DIN 1052 are permitted e.g. Würth Assy 3.0 wood screw 5.0 / 70 mm shaft mounted counter-sunk head, galvanised or yellow passivated: General technical approval Z Works certificates and tests The compliance of the "birch veneer plywood EN 636 "S"" connecting rod with bonding class 3 in accordance with EN 314-2, the surface treatment, adherence to timber moisture, if necessary to layer structure (for supporting buildings with a bracing function of the TGC element), the thick layer of varnish, as well as the layer thickness must be confirmed with the manufacturer of the bonding through works certificate "2.1" in accordance with DIN EN 10204: Only connecting rods from processing plants that have undergone an initial inspection by one of the "Supervisory and Certification Boards" listed according to trade in the Nando list and which voluntarily undergo regular external inspections by a corresponding institute may be used. Only insulating glass produced by manufacturers that undergo a voluntary third-party inspection performed by a test institute recognised by the GMI, KOMO or a corresponding Austrian body may be used. Evidence of the last two test reports must be submitted upon request. Page 2 of 7 Version: Sept. 2013

3 Glass dimensions and applicable standards EN 1991 For construction projects in Germany the necessary glass thickness, as well as evidence of the supporting bond for the SSG (structural sealant glazing), must comply with the TRLV, ETAG 002, the general technical approval for UNIGLAS FACADE and/or the requirements of approval for individual cases and the relevant applicable technical regulations of DIBt and/or in accordance with DIN and any relevant building standards. The established building regulations and standards in each respective federal state shall take precedence. In Austria, dimensioning observes ÖNORM B 3716 in conjunction with the relevant applicable national standards and legal provisions. For construction projects in other countries, the local established building regulations and standards shall apply. Within the jurisdiction of European standards, the actions in accordance with the corresponding national versions of EN 1991 must be applied. If the EN 1991 standards have not yet been implemented by building authorities, the corresponding national standards must be observed. The building height is m above sea level, in wind zone, inland, postcode/zip region: Dimensions of the building b x l x h in m Exterior walls are not permeable. DIN 1961 The general contractual terms and conditions for the execution of construction works (VOB/B) and the general technical contractual terms and conditions (VOB/C) shall apply in their latest versions. ÖNORM A 2060 and ÖNORM B 2110 The general provisions of a contract for services and construction ÖNORM B 2227 Glass works - work contract DIN 4108 The thermal transfer coefficient of the façade Ucw is specified in the performance description. DIN EN The calculated value of the evaluated sound insulation value R w,r according to Table 40 in DIN 4109/A1 version January 2001 for the façade element is requested in the performance description. EN 636 Plywood - Requirements DIN For roof glazing, laminated safety glass must be integrated in the lower pane by derogation from VOB/C DIN Page 3 of 7 Version: Sept. 2013

4 Regulations Technical regulations must be observed for the glazing design. The most important regulations are listed below and are valid in the corresponding current versions. - General technical approval for UNIGLAS FACADE and/or approval for individual cases for the object. - Manual for the design and manufacture of UNIGLAS for UNIGLAS FACADE - UNIGLAS glazing guidelines, latest version - Guidelines of the Institute of Window Technology, Rosenheim - Guidelines of the Institut des Glaserhandwerks für Verglasungstechnik und Fensterbau, Hadamar - Passive house suitable components of the Dr. W. Feist Passive House Institute, Darmstadt - Standards and technical regulations introduced by building authorities - Guidelines for assessing the visual quality of glass for the building industry, issued by the Technical Advisory Board of the Institut des Glaserhandwerks für Verglasungstechnik und Fensterbau, Hadamar and by the Technical Committee of the Bundesverband Flachglas e.v., Troisdorf *) - Pamphlet 006 of the Bundesverband Flachglas e.v. "Visual guidelines for systems in gaps between panes" issued by the Technical Committee of the Bundesverband Flachglas e.v., Troisdorf - Pamphlet 006 of the Bundesverband Flachglas e.v., "Guidelines for assessing the visual quality for systems in insulating glass units" issued by the Technical Committee of the Bundesverband Flachglas e.v., Troisdorf *) in Austria shall apply contrary to the "Guidelines for assessing the visual quality of glass for the building industry" ÖNORM B 3738 Plate glass in the building industry - Insulating glass - Requirements in visual quality Technical data - The technical data and functional values indicated are based on information from base glass manufacturers and were determined on the basis of each applicable product standard. - The functional values determined by test certificate refer to test pieces in the standard dimensions intended for the test. - Corresponding deviations from the declared values occur due to the reliable tolerances of incoming products. - Lighting and radiometric parameters must be determined in accordance with EN The thermal transfer coefficient Ug value must be calculated with a validated programme in accordance with EN 673. The validation must come from a notified body approved by the DIBt and/or one listed in the Nando list. Test certificates in accordance with EN 674 or 675 shall only be approved in justified, exceptional cases due to the insufficient comparability of values in accordance with EN Page 4 of 7 Version: Sept. 2013

5 Performance description Create a verifiable, static calculation of the TGC elements. In particular the glass thicknesses of the insulating glass elements must be determined and the supporting insulating glass bond for the loading conditions, wind suction and climate load, the bond of the connecting rod and the attachment of the TCG element to the substructure including the normal and shear stress must be verified. The submission of a structural analysis is also permitted by way of evidence. Corresponding component tests must be submitted for own weight deflection of the insulating glass, as well as for evidence of the emergency support in the event of failure of the static adhesive joint. Fixed sum EUR.. Determine the thermal transfer coefficients Ucw of the complete façade. Fixed sum EUR.. Manufacture, supply and install the TGC elements consisting of multi-pane insulating glass UNIGLAS. or similar with connecting rod adhered in the factory. The PP covers the supply and installation of the glass supports in accordance with static and component test (system section: SYS-010). Supplier of the TGC elements: partner company of UNIGLAS GmbH & Co. KG The insulating glass must be manufactured from 2 x ESG-H in accordance with the German Building Rules List (BRL). The middle pane of triple-glazed insulating glass made of ESG in accordance with EN or ESG-H, thickness of the individual panes according to static calculations, but at least 6 mm, thermotechnically improved edge bond made of stainless steel e.g. Chromatech Plus and/or Chromatech ultra black, SIKA IG-25 HM Plus or SIKA SG 500 silicon, height of the adhesive/sealant over the spacer bar according to static calculations, but at least 15 mm. The connecting rod must be checked for dust, damages and timber humidity and expertly glued to the insulating glass, which has been cleaned beforehand, using Ottocoll S 660, observing defined adhesive geometry, ensuring that there are no holes or bubbles and with the correct interlocking arrangement according to the workshop drawing supplied. The adhesive surface on the connecting rod must be free of varnish residue. Rods that do not meet requirements must be sorted out and may not be used. The adhesive geometry must correspond to the static calculation. The adhesion may not take place on the construction site. The adhesive joint must be fully hardened in according to manufacturer's specifications before installing the TGC element. The dimensional accuracy, planarity and parallelism of the glued laminated timber post and beam construction provided by the customer must be checked and the tolerances determined before installation. The timber construction must be masked with a compressible Duplocoll adhesive tape before inserting the elements to ensure air and driving rain impermeability and to serve as a vapour barrier. Longitudinal joints in the adhesive tape on the post must be avoided. The connection joint of the adhesive tape on the beam must be tight i.e. free of open joints. Any unplanned moisture penetration into the elements during installation must be avoided. The TGC element must be hoisted, aligned and screwed to the post and beam supporting structure. When screwing the TGC element to the supporting structure, it must be ensured that glass substrate and the thick layer of varnish on the connecting rod is not damaged. Technical data of the element and insulating glass: Ucw = W/m²K RW,R =. db Ug = W/m²K g =.. V =.... m² PP.. EUR / m² EUR Page 5 of 7 Version: Sept. 2013

6 As item..., but with supporting function of category The glass structure must consist of at least 1 pane of laminated safety glass (VSG). The glass type, thickness and structure shall comply with the static calculation in conjunction with the component analysis. When using annealed glass (TGV), TGV must be used with valid general technical approval. The PP includes mechanical safety devices in accordance with the system section SYS-020 in the number established in the corresponding category of the component test. The remaining performance corresponds with item.. Technical data of the element and insulating glass: Ucw = W/m²K RW,R =. db Ug = W/m²K g =.. V =.... m² PP.. EUR / m² EUR Allowance for the execution of a glazed corner version B in accordance with connection detail AND m PP.. EUR / m EUR Pre-positioning allowance for the execution of frame enamelling on the insulating glass for covering the edge seal. Only enamel colours that are compatible with the construction silicon and approved by building authorities in accordance with ETAG 002 (with positive verification of the adhesion and ductility behaviour of the construction silicon) may be used e.g. Ferro group B (zinc-boron-silicates), collection 140, general technical approval no. Z The adhesion and ductility behaviour must be established by an expert opinion from a notified institute... m PP.. EUR / m EUR Page 6 of 7 Version: Sept. 2013

7 Allowance for the supply and installation of an insert element in the form of a timber and metal window and/or glazed door. Timber-aluminium compound system, solid wood species.., Exterior frame flush-mount Frame and sash frame profile sharp-edged, sash opens inward, inside colour, Exterior surface powder-coated, colour (coating).., standard fittings according to tenderer specifications (please indicate product):... Fittings covered. Cover strips/cover profiles connecting joints' ', 4-sided, EPDM (APTK) sealing profile, as middle seal in the sash frame. Attachment to the post and beam construction using screwed connecting rod with interlocking according to a workshop drawing. Multi-pane insulating glass UNIGLAS. or similar, profiled glass holding bar, attached with wire pins, zinccoated, DIN Part 3. Joint permeability and driving rain permeability DIN stress group B, nominal value of the thermal transfer coefficient (referring to standard size 1.23 m x 1.48 m, frame proportion 30 % Design: Window, one-piece as turn-tilt sash, Carcass dimensions (W x H) '. X.. mm'. Design in accordance with connection details AND-105 / AND-110 Technical data of the element and insulating glass: Ucw = W/m²K RW,R =. db Ug = W/m²K g =.. V =.... Unit PP.. EUR / unit EUR Execution of the weather-seal joints with Ottoseal S 7. Joint width 20 mm. The joint must be backfilled with a closed-cell PE round cord Ottocord PE B2 to prevent three-point adhesion and to ensure ventilation of the joint. Other sealants may only be used with evidence of compatibility with the surfaces to be bonded and the insulating glass frame composite. The unit price includes the scheduled opening of the rebate base ventilation and drainage in the base, eaves and attic area... m PP.. EUR / m EUR Allowance for production, supply, screwing in and professional sealing of mechanical pane safety mechanism prescribed by building authorities (in Germany from a glazing height of 8.00 above the ground; in Austria generally) in accordance with system section SYS Unit PP.. EUR / unit EUR Page 7 of 7 Version: Sept. 2013

In accordance with DIN and DIN , this is a structure with the utility class GK 0.

In accordance with DIN and DIN , this is a structure with the utility class GK 0. Special preliminary remarks Application In accordance with DIN 68800-1 and DIN 68800-2, this is a structure with the utility class GK 0. Substructure Post-and-beam structure made of timber, consisting