Corus-ComFlor 51 Decking Match Tapered Beam Corus-ComFlor ...
Transcript of 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: [email protected]
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