[vc_row full_width=”stretch_row” css=”.vc_custom_1573818344903{margin-top: -17px !important;background-color: #ededed !important;}”][vc_column css=”.vc_custom_1573818353893{padding-top: 20px !important;background-color: #ededed !important;}”][vc_single_image image=”1236″ img_size=”full” alignment=”center”][/vc_column][/vc_row][vc_row full_width=”stretch_row” css=”.vc_custom_1573818361175{background-color: #ededed !important;}”][vc_column width=”2/3″ css=”.vc_custom_1573664130328{padding-top: 55px !important;padding-bottom: 55px !important;}”][vc_column_text]Permanent and Temporary Modular Office Buildings
Bespoke Units in a Variety of Designs
Bespoke Made +
Modular Buildings can provide a variety of solutions including permanent and temporary modular office buildings, sales offices, marketing suites, health centres, classrooms and site accommodation. All units are bespoke made in a variety of designs, such as single and multi-storey, as well as different styles of external cladding to suit the local environment.
Benefits of a Modular Solution
- More cost-effective than a permanent structure
- Re-locatable – potential to take the building with you if you move to a new premises or place of business
- Ideal for construction sites, offices, hospital, schools and many more
- Almost indistinguishable from typical site-built properties
- Fast – can be installed up to 90% faster than traditional building methods
- Environmentally beneficial
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Technical
Data +
Structural Design
The structure is designed and constructed in accordance with the following standards and technical references:-
- BS 5268-2:2002 ‘Structural Use of Timber’
- BS 5950-2:2001 ‘Structural use of steelwork in building. Specification for materials, fabrication and erection – Rolled and welded sections’
- BS 5950-5:1998 ‘Structural use of steelwork in building. Code of practice for design of cold formed thin gauge sections’
- BS 6399-1:1996 ‘Loading for buildings. Code of practice for dead and imposed loads‘
- BS 6399-2:1997 ‘Loading for buildings. Code of practice for wind loads‘
- BS 6399-3:1988 ‘Loading for buildings. Code of practice for imposed roof loads‘
- BS 648:1964 ‘Schedule of weights of building materials‘
- Timber Designers Manual ‘Ozelton & Baird’
Imposed Loadings
- Floor – 3.0kN/m2
- Roof – 0.75 kN/m2
Design Wind Speed
- Calculated in accordance with BS 6399: Part 2 Fire Rating
- External face of walls – Class 3 or Class 1 surface spread of flame (depending on finish)
- Internal face of walls and ceiling – Class 0 surface spread of flame
- Minimum 30min Insulation, Integrity and Stability protection – from inside to out
Insulation Values
- Walls ‘U’= 0.35w/m2k
- Roof ‘U’= 0.225w/m2k
- Floor ‘U’= 0.249w/m2k
Please contact us for further information and prices.[/vc_column_text][/vc_column][vc_column width=”1/2″ css=”.vc_custom_1573664166788{padding-top: 17px !important;}”][vc_media_grid gap=”15″ grid_id=”vc_gid:1668555268267-5cf1823b-4331-1″ include=”1240,1237,1241,1239,1242,4997,4998,5000,5001,5002,5003,1248″][/vc_column][/vc_row][vc_row full_width=”stretch_row” css=”.vc_custom_1573818561777{margin-bottom: -60px !important;padding-top: 30px !important;padding-bottom: 30px !important;background-color: #ededed !important;}”][vc_column width=”1/2″][vc_btn title=”Request Quote” shape=”square” color=”green” size=”lg” align=”center” i_icon_fontawesome=”fa fa-quora” css_animation=”none” button_block=”true” add_icon=”true” link=”url:https%3A%2F%2Fcabins.webdesigninnorwich.co.uk%2Fcontact%2F|||”][/vc_column][vc_column width=”1/2″][vc_btn title=”Download PDF” shape=”square” color=”green” size=”lg” align=”center” i_icon_fontawesome=”” css_animation=”none” button_block=”true” add_icon=”true” link=”url:https%3A%2F%2Fcabins.webdesigninnorwich.co.uk%2Fwp-content%2Fuploads%2F2022%2F11%2FModular-Spaceframe-Buildings-Brochure.pdf|title:Modular%20Buildings”][/vc_column][/vc_row]
