Corus-ComFlor 51 Decking Match Tapered Beam Corus-ComFlor

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 WaterIngress During Floor Condition

7240

100mm Concrete onCorus-ComFlor 51 Decking

Sloping Comflor Decking toMatch Tapered Beam

200mm Concrete onCorus-ComFlor 51 Decking

+3.185 m+3.120 m

200mm Concrete onCorus-ComFlor 51 Decking

1427

+3.700 mFlood Level

Temporary Line of Balustrade Installation until Grantof Foreshore License for Final Location see drawingsS.04, S.020, S.021 For Details.

Existing Walls of Warehouse

200mm Thick In-Situ Concrete Slabon Comflor 51 Metal Decking

Aco ChannelRecessed Into Concrete Slab

Lead Flashing

Lead Counter Flashing Chased Into Wall

2 No. Cantilevering 203 x 203 UC 86 BeamsSupported on Padstones on Existing Walls &Continuous Padstone on Existing Quay Wall

Continuous Concrete Padstone / Waterstop toPrevent 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 toTake 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: info@cora.ie

cora

Revision

1 : 20@A1

DK JFC JFC

B J MarinePRELIMINARY

1336Large 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-C2C2

LAWRENCE & LONG ARCHITECTS PL4

3D - External Opening Detail1

3D - View of Internal Steelwork2