Cladding Clause Samples

The Cladding clause defines the requirements and standards for the external covering or skin of a building. It typically specifies the types of materials to be used, installation methods, and performance criteria such as fire resistance, weatherproofing, and aesthetics. For example, it may require the use of non-combustible panels or set out maintenance obligations for the cladding system. The core function of this clause is to ensure that the building's exterior is safe, durable, and compliant with relevant regulations, thereby reducing risks related to safety and long-term maintenance.
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Cladding. 3.6.1 It is the customers’ responsibility to provide us with a copy of a suitable cladding report (e.g., EWS1 form or equivalent) signed by an approved signatory. Flettons Surveyors Ltd shall make no comment on the report and accepts no responsibility or liability for any errors or omissions in the form. 3.6.2 We can accept no liability to the client or any other party for any losses or potential losses arising from our reliance upon the EWS1 form. Any person requiring more information should obtain independent advice. 3.6.3 If there are any suspected or known issues with the fire safety of the building, we are unable to carry out a survey unless you are able to provide evidence of the full cost of repair that the owner of the subject property will be liable for and anticipated repair timescales involved. 3.6.4 If there is no such report available and no known issues to the best of your knowledge, you may wish for an RICS Registered Valuer to perform an RICS Red book valuation to be carried out on the assumption that the cladding and fire safety of the building meets current standards. 3.6.5 Where no EWS1 form exists, and you have instructed us to survey the property on the assumption that the cladding and fire safety of the building meets current standards, Flettons Surveyors Ltd can accept no liability should this prove, at a later date, to not be the case.
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Cladding. The external cladding to all levels(except for doors and windows) must be at least 80% brick, brick veneer or other applied texture coated material such as rendered finish, granosite or similar finish approved by the Seller.
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Cladding. ▪ Roof and side cladding with min. 0.47mm & 0.50mm respectively of Pre-Painted Galvanized Iron (PPGI) with zinc coating not less than 120 gm/m2 OR permanent colour coated Galvalume sheet with suitable profile and min. strength of 550 Mpa. Colour of the sheet shall be preferably light Gray and all structural members shall be dark blue colour. Translucent (Poly Carbonate) sheet/ FRP sheet of min. 1.5mm thick of approved make shall be provided for alternative bays on roof top (10% of the sheeting area) for natural lighting. Both roof and side cladding are to be made “Water Tight”. Roof slope shall be 1:10. ▪ Purlins for wall & roof cladding shall be ‘Z or C’ shape made-up with pressed steel. ▪ Gutters: 26G metallic ▇▇▇▇▇ gutter including all fixing accessories like clamps, drop end etc. ▪ Down Take Pipes: Sufficient HDPE Rain Water down Pipe shall be provided and properly connected with gutters all around the sheds.
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Cladding. The steel and copper interface must have a metallurgical bond achieved through a high heat and pressure bonding process. Established process for porosity-free material.
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Cladding. 2.1 The Tenant hereby confirms to the Developer (but without reducing the Developer's responsibility for the proper physical implementation thereof and design development thereof) that the specification of the bomb blast elements of the cladding system forming part of the Base Building Specification has been approved by the Tenant as suitable for its purposes 2.2 The specification for the cladding system and bomb blast elements thereof require design development and the Tenant has agreed to make the Tenant's Representative and the Tenant's bomb blast specialist fully available as reasonably necessary to the Developer in order to work alongside the Base Building Consultants in preparation of the detailed design thereof such that the same can be finalised and approved by the Developer and the Tenant within the period shown on the Developer's Programme 2.3 The Tenant shall procure that the Tenant's Representative and the Tenant's bomb blast specialist and the Developer shall procure that the Base Building Architect work respectively expeditiously and efficiently in order to seek to finalise the detailed design within the period referred to in Clause 2.2 2.4 The Developer and the Tenant have agreed that the cladding system and bomb blast elements thereof to the extent of the scope of cladding works and bomb blast elements annexed hereto will not constitute a Tenant's Requested Modification but changes to the scope of the cladding works and bomb blast elements forming part of the Base Building Specification requested by the Tenant will be treated as Tenant's Requested Modifications for the purposes of this Agreement
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Cladding. ▪ Roof and side cladding with min. 0.47mm & 0.50mm respectively of Pre-Painted Galvanized Iron (PPGI) with zinc coating not less than 120 gm/m2 OR permanent colour coated Galvalume sheet with suitable profile and min. strength of 550 Mpa. Colour of the sheet shall be preferably light Gray and all structural members shall be dark blue colour. Translucent (Poly Carbonate) sheet/ FRP sheet of min. 1.5mm thick of approved make shall be provided for alternative bays on roof top (10% of the sheeting area) for natural lighting. Both roof and side cladding are to be made “Water Tight”. Roof slope shall be 1:10. ▪ Purlins for wall & roof cladding shall be ‘Z or C’ shape made-up with pressed steel. ▪ Gutters: 26G metallic ▇▇▇▇▇ gutter including all fixing accessories like clamps, drop end etc.
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Cladding. The proposed massing and cladding systems are two primary design drivers that together miss an opportunity for superior design. The building form consists of conjoined and extruded masses pushed to different heights to align with the required height and bulk floor plate requirements. The cladding is homogenous from top to bottom, except the ground level, and consists of a seemingly conventional curtainwall system with vertical fins and horizontal markers every five floors. The result is a set of masses without clear definition wrapped in an overly consistent skin. The project should define itself or its parts with a clear formal logic. Some examples of this might include: as a tower with a base; a continuously shaped form that modulates between a horizontal base and slender tower; or as a set of elements that have an identifiable relationship either through a formal operation (rotation, offset, intersection, etc.) or through detailing (reveals, corners, framing of smaller elements, etc.). As a partner to the massing system, the cladding might introduce another type or shift to support a change in form, adjust a consistent system in density, material, or rhythm, or modulate through a medium-scale articulation. The cladding currently does not respond or reflect the façade orientation, height, and does so minimally at the ground level. As cladding is such a dominant feature of high-rise design, designers should consider creative materials choices, textures, and configurations to respond to the architectural concept, enclosure system requirements, and code demands. The ground and top of the building should be exceptional and identifiable from pedestrian and remote distances respectively. The base and upper base should have a more refined, detailed, and identifiable presence that brings the scale of the building to the street. The project should add operable windows where possible, particularly in the base to promote active interfaces with the street. The entries should be hierarchically pronounced with canopies or other architectural-scaled elements. The ground floor will need significant reconfiguration in both program and architectural character to satisfying active use goals. The office lobby sides that dominate the overall interface at the ▇▇▇▇▇▇ and ▇▇▇▇▇ Street sides are currently longer than the 40’ or 25% maximum permitted by city planning code. Reducing the lobby interface at the street would allow for additional active retail use with openings relati...
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Cladding. N310.1 corrugated acoustic panel, thickness: 125mm complete with polyester powder coating all round m2 *** *** *** N310.2 Flashing m *** *** *** N310.3 U channel m *** *** *** SIMPLE BUILDING WORKS INCIDENTAL TO CIVIL ENGINEERING WORKS Windows, Doors and Glazing Aluminium Z321 window or vision panel complete with all necessary frame, ironmonger and glazing, to suit clear opening of size 1m high m *** *** *** Z323 doors, acoustic, complete with all necessary frame and ironmonger, to suit clear opening of size: 1500 x 2150 mm nr *** *** *** ELECTRICAL INSTALLATION Main Distribution System BA410 sub-main distribution equipment sum *** *** *** -------------------------------------------------------------------------------------------------- TOTAL OF COST CENTRE P2 TO COST CENTRE SUMMARY *** ---------- *** Certain information on this page has been omitted and filed separately with the Securities and Exchange Commission. Confidential treatment has been requested with respect to the omitted portions. [STAMP] 9 August 2002 Page P2/5 Contract No. LDB-201 FORM OF TENDER SCHEDULE OF RATES APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER COST CENTRE P - NOISE BARRIERS
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Cladding 
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Related to Cladding

  • Blasting Blasting shall be permitted only for road construction purposes unless advance permission is obtained from Forest Service. Whenever the Industrial Fire Precaution Level is II or greater, a fire security person equipped with a long handled round point No. 0 or larger shovel and a 5 gallon backpack pump can filled with water, will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service, in areas of high rate of spread and resistance to control. Fuses shall not be used for blasting. Explosive cords shall not be used without permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: 63mm 100 - - - 40mm ▇▇-▇▇▇ ▇▇▇ - - 20mm ▇▇-▇▇ ▇▇-▇▇▇ 100 - 16mm - - ▇▇-▇▇▇ ▇▇▇ 12.5 - - - 90-100 10.00 ▇▇-▇▇ ▇▇-▇▇ ▇▇-▇▇ ▇▇-▇▇ 4.75mm 0-5 0-10 0-10 0-10

  • Welding Welding and use of cutting torches or cutoff saws will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum 10-foot radius of all welding and cutting operations. A shovel and a 5-gallon standard backpack water container filled and with handpump attached shall be immediately available for use in the event of a fire start. C8.64 – DEBARMENT AND SUSPENSION CERTIFICATION (3/18). Pursuant to 2 CFR 180 and 2 CFR 417, Purchaser shall certify and obtain certifications from its Subcontractors regarding debarment, suspension, ineligibility, and voluntary exclusion, including additional Subcontractors obtained after award of this contract. “Subcontractors” are participants in lower tier covered transactions. Purchaser may rely upon a certification of a prospective Subcontractor that it is not proposed for debarment under 48 CFR 9.4, debarred, suspended, ineligible, or voluntarily excluded from participating in covered transactions or timber sales, unless Purchaser knows that the certification is erroneous. Purchaser shall keep the certifications of its Subcontractors on file until timber sale Termination Date and any extensions thereof, and will provide a copy at the written request of Contracting Officer. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this Subsection. The knowledge and information of Purchaser is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. If Purchaser knowingly enters into a timber sale transaction with a person who is proposed for debarment under 48 CFR 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in covered transactions or timber sales, in addition to other remedies available to the Government, Forest Service may pursue available remedies, including suspension and/or debarment. Contracting Officer shall provide a copy of Forms AD-1047 Certification Regarding Debarment, Suspension and Other Responsibility Matters – Primary Covered Transactions and AD-1048 Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – Lower Tier Covered Transactions to the Purchaser. Purchaser shall complete form AD-1047 and provide to the Contracting Officer upon request. Purchaser shall require each subcontractor to complete form AD-1048 and provide to the Contracting Officer upon request.

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)