CB CA Existing Walls Warehouse B Existing Walls Warehouse B Glass Balustrade to Resist Flood Level +1.840 m High Tide Level Existing Quay Wall Continuous Concrete Padstone / Plug to Prevent Water Ingress During Floor Condition 7240 100mm Concrete on Corus-ComFlor 51 Decking Sloping Comflor Decking to Match Tapered Beam 200mm Concrete on Corus-ComFlor 51 Decking +3.185 m +3.120 m 200mm Concrete on Corus-ComFlor 51 Decking 1427 +3.700 m Flood Level Temporary Line of Balustrade Installation until Grant of Foreshore License for Final Location see drawings S.04, S.020, S.021 For Details. Existing Walls of Warehouse 200mm Thick In-Situ Concrete Slab on Comflor 51 Metal Decking Aco Channel Recessed Into Concrete Slab Lead Flashing Lead Counter Flashing Chased Into Wall 2 No. Cantilevering 203 x 203 UC 86 Beams Supported on Padstones on Existing Walls & Continuous Padstone on Existing Quay Wall Continuous Concrete Padstone / Waterstop to Prevent Water Passing in the Event of a Flood DPC / DPM Between All Concrete & Existing Structure to Allow Reversibility Existing Granite Quay Wall Surface Water Pipe Installed Under Slab in Void to Take Rainwater Away to Tank Outside Building Where it Discharges to River Via a Non-Return Valve © Checked by: Drawn by: Notes Approved by - date: Architect: Drawing Stage: Project Name: Drawing Title: Drawing Number: Scale: Project Number: Casey O'Rourke & Associates, Consulting Structural & Civil Engineers 77 Merrion Square, Dublin 2, Tel: (3531) 661 1100 Fax: (3531) 661 1119 e-mail: [email protected] cora Revision 1 : 20@A1 DK JFC JFC B J Marine PRELIMINARY 1336 Large Warehouse - Sections & Details - Sheet 2 S.011 REVISION SCHEDULE REV. NO. REV. DESCRIPTION REV. DATE SIGNATURE CHECKED 2 Temporary Location of Balustrade Highlighted 26/06/14 JFC RH 1 : 20 Overall Section C2-C2 C2 LAWRENCE & LONG ARCHITECTS PL4 3D - External Opening Detail 1 3D - View of Internal Steelwork 2