Warehouse Design in Al Jurf 2 & 3 Industrial Areas

Ajman Municipality processes building permits for Al Jurf 2 and 3 through its standard digital platform, with Ajman Civil Defence reviewing fire and life safety provisions. The permit process is identical to Al Jurf proper, but the newer zone status means the permit review queue is sometimes less congested as development intensity is lower. FEWA (الهيئة الاتحادية للكهرباء والماء) serves Al Jurf 2 and 3 with the same federal utility framework as the rest of Ajman emirate. Newer FEWA infrastructure in the expansion zones compared to the denser original Al Jurf means HV supply capacity is more readily available in 2 and 3 without requiring FEWA network reinforcement — a significant advantage for large cold storage facilities with heavy refrigeration plant electrical loads.

Modern warehouse development in Al Jurf 2 and 3 follows the same structural template as contemporary UAE logistics parks: primary portal frames spanning 24–36 metres, secondary purlins and rails, composite roof and wall panels, and reinforced concrete floor slabs designed for working loads of 30–50 kN/m². The higher ground elevation of Al Jurf 2 and 3 relative to the coast yields sandy gravel subsoil with adequate natural bearing capacity for conventional pad and strip foundations — typically 150–200 kN/m² allowable — without the ground improvement interventions required on lower-lying coastal plots. Drainage design must address Ajman's periodic intense rainfall, with primary and secondary roof drainage discharging to an external storm drainage network that has been progressively improved as the expansion zones have been built out.

Large format logistics warehouse buildings in Al Jurf 2 and 3 are increasingly delivered as design-and-build contracts by Gulf-based specialist contractors, with the developer providing a performance specification covering planning requirements, structural loading, sprinkler design density, and utility connection details, and the contractor developing the detailed design under the supervision of an independent checking engineer appointed by the developer. Cycle-counting technology using radio-frequency identification (RFID) inventory management systems in Al Jurf 2 and 3 distribution centres requires warehouse structural drawings to show antenna mounting brackets on portal frame columns and signal repeater cable conduit routes embedded in the structural frame during fabrication. Rainwater recycling storage tanks buried beneath Al Jurf 2 and 3 hardstand areas collect roof drainage for reuse in truck washing facilities, reducing potable water demand connections and contributing to Ajman's water conservation objectives. Loading dock canopy steel structures projecting beyond the main building footprint at Al Jurf 2 and 3 logistics parks require separate structural calculations as a canopy element subject to wind uplift, snow, and self-weight with connection details designed against the primary portal frame's rafter to accommodate differential thermal expansion. Pavement deflection testing using falling weight deflectometer equipment is specified at Al Jurf 2 and 3 development completions to verify that new hardstand pavements meet the design bearing capacity before handover, providing baseline data for pavement management during the tenancy period.