Steel Construction Vol 40 No 4 - Metal Cladding and Light Steel Frame | Page 17

SAISC projects Maerua Mall Joyful Noise Project Team Client / Owner / Developer: Oryx Properties (Pty) Limited Architect: Sven-Erik Staby Architects t/a Staby Designs Structural Engineer: Windhoek Consulting Engineers (Pty) Ltd Quantity Surveyor: Senekal Allen & Partners Project Manager: Razorbill Properties 127 (Pty) Ltd Main Contractor: Razorbill Properties 127 (Pty) Ltd Steelwork Contractor: Razorbill Properties 127 (Pty) Ltd Structural Steel Detailer / Detailing Company: Razorbill Holdings (Pty) Ltd Cladding Supplier: Gyproc Electrical Engineer: SCE Consulting Engineers Mechanical Engineer: SCE Consulting Engineers A rooftop parking lot was converted into an indoor kids playground were mother could leave kids under supervision whilst doing their shopping. The structure was designed in lightweight steel frame with a suspended floor also from lightweight steel frame. The existing concrete parking lot was close to its maximum safe design load resulting in a challenge to built the envisaged facility whilst staying within the safe structural limitations of the concrete structure. The second limitation was the allowable time for project execution in order to be ready for the December holiday period. Therefore the client opted for the LSF solution. The facility has over purlin insulation, a high roof height 6m with exposed LSF trusses to the area below. Cladding was done in accordance with SANS 517 standard and the internal playrooms were airbrush painted by artists from England. The site waste was very low using the LSF technology, transport costs and volumes were very low due to the low mass. The building was insulated using Isover cavity bat to negate the high Namibian temperatures during summer. The site waste was very low using the LSF technology, transport costs and volumes were very low due to the low mass. The building was insulated using Isover cavity bat to negate the high Namibian temperatures during summer. IBR Chromadec roof sheeting was utilised further enhancing the weight saving of the total structure. All export arrangements were done by contracted transporter companies and no challenges were experienced. Staying within the save working load of the existing concrete structure. This was overcome by designing a LSF suspended floor system in conjunction with using laminated steel trusses to reach the required spans instead of heavy steel sections. Getting building materials into the working area through a multilevel parking lot. Interlinks with material was off loaded on ground floor and the carried in by hand through the parking lots. In some cases temporary wooden walkways were built over the existing roof adjacent to the project and LSF members were then carried over this walkways into the construction site. The structure was designed in lightweight steel frame with a suspended floor. Steel Construction Vol. 40 No. 4 2016 15