Supply and Erection of Steel Framed Building for Honey Production Facility

Descriptions

To supply and erect steel framed building to provide honey production facility:Size:Width 8.0 m to centres of stanchions, single apexLength 12.0 m to centres of corner stanchions, made up of 2 x bays @ 6.0 mEaves height 5.11 m with a roof pitch of 15 degreesConstruction:Stanchions 305 x 165 x 40 kg UB sectionRafters 203 x 133 x 23 kg UB section1 no gable post 152 x 152 x 30 kg UC section to rear end (for mezzanine support)2 no gable post 178 x 102 x 19 kg UB section to front endTubular bracings where requiredAll steelwork to be galvanised coated to BS EN ISO 1461Galvanised steel Zed purlins (to accommodate potential future solar panel installation) and galvanised steel eaves beams to be provided.Roof cladding:0.7 mm plastisol coated box profile (trapezoidal) sheet.Anti-condensation option. Complete with plastisol coated steel flashings.Roof lights:To include 10% GRP roof lightsGuttering:170 mm black PVC deep flow guttering to be fitted to the building along with 2 no 110 mm downpipes to each side, down to the finished floor levelSide Cladding:Both sides to be clad down to finished floor level with 0.5 mm plastisol coated box profiled (trapezoidal) steel sheets, on galvanised steel cladding rails, complete with plastisol coated steel flashing, including shedder flashings and fillers for vermin proofEnd Cladding:Both gables to be clad down to finished floor level with 0.5 mm plastisol coated box profiled (trapezoidal) steel sheets, on galvanised steel cladding rails, complete with plastisol coated steel flashings, including shedder flashings and fillers for vermin proofDoorways:Form 1 no 4.0 x 4.0 m opening to front gable end. Supply and fit 1 no 4.0 x 4.0 m manual chain-operated roller shutter door in galvanised finish.Form 1 no 2.1 x 1.0 m opening to one side. Supply and fit 1 no 2.1 x 1.0 m steel single personnel door to one side to match the side cladding colour.Mezzanine floor:6.0 x 8.0 x 2.5 m high (clearance below)Additional 152 x 152 x 30kg UC section columnBeams from 305 x 165 x 40 kg UB sectionExternal tie beams from 203 x 133 x 30 kg UB sectionIntermediate tie beam from 203 x 133 x 25 kg UB sectionGalvanised steel C26620 section joist at 400 mm centresAluminium floor plate or equivalent1 no galvanised steel staircaseGalvanised steel handrails and toe plates to front edge of the mezzanine floor.Concrete slab:300 mm deep dig off, spoil to remain on site150 mm thick stone up150 mm thick reinforced concrete slab1 no 110 mm below-ground service duct for potable water pipe and electricity feed cables to extend 0.3 m beyond slab at 1 m depth1 no below-slab 110 mm drain running transverse with one interconnected branch pipe to extend 0.3 m beyond slabStainless steel drainage fittings (eg ACO brand) at surface of floor slab:•1 no hygienic tray channel 200 x 530 mm with mesh grating•1 no 110 mm single socketed pipe with socket plug•1 no 110 mm single socketed pipe with pipe increaser coupling 50-110Finished levels of fittings to allow for resin flooring finish (to be undertaken by another contractor).Any proposed changes to specification to be clearly indicated and reasons given.The supplier will be responsible for ensuring the specification and scope of works meets building regulations. As a minimum requirement, the supplier will provide all information required to support building regulations application and approval. Handling of the building regulations application may be priced as a separate item if this service can be provided as part of the overall package.