CB CA
7240
Glass Balustrade to Resist Flood Level
Existing Walls Warehouse B
1
S.010
2
S.010
Existing Walls Warehouse B
2 No. 215 x 65mm Deep x 900mm LongPrecast Concrete Lintels to Spread Load(Refer 3D - Typical Wall Opening Detail)
Continuous Concrete Padstone / Waterstop toPrevent Water Passing in the Event of a Flood
High Tide Level
+1.840 m
Existing Quay Wall
3
S.010
4
S.010
3723
3409
UC203x203x86(2 No.)
UC203x203x86(2 No. Tapered)
200x100x16.0RHS(2 No.)
515 x 15mm Steel PlateWelded to Bottom of RHS 515 x 15mm Steel Plate
UC203x203x86(2 No.)
150 x 100mm Deep Mass ConcretePadstone
515 x 15mm Steel Plate
Glass Balustrade Support SystemBy Glazing Manufacturers
1457
+3.185 m+3.120 m
+3.700 m
Flood Level
Temporary Line of Balustrade Installation until Grantof Foreshore License for Final Location see drawingsS.04, S.020, S.021 For Details.
C3
100
FLOOR VOID
+3.185 m
200x100x16.0RHS200x100x16.0RHS
515 x 15mm Steel PlateWelded to Bottom of RHS
100mm Concrete onCorus-ComFlor 51 Decking
Existing Warehouse Floor Slab
C3
FLOOR VOID
UC203x203x86(2 No. Tapered)UC203x203x86(2 No. Tapered)
Sloping Comflor Decking toMatch Tapered Beam
VA
RIE
S
Existing Warehouse Floor Slab
Mass Concrete InfillBetween Steel Beams
+3.185 m
C3
FLOOR VOID
+3.185 m
UC203x203x86UC203x203x86
515 x 15mm Steel Plate
200mm Concrete onCorus-ComFlor 51 Decking
Mass Concrete InfillBetween Steel Beams
Existing Warehouse Floor Slab
200
C3
UC203x203x86(2 No.)
UC203x203x86(2 No.)
Mass Concrete InfillBetween Steel Beams
©
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
RevisionAs
indicated@A1
DK JFC JFC
B J MarinePRELIMINARY
1336Large Warehouse Sections & Details - Sheet 1 S.010
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 C1-C1C1
1 : 10
Detail Section 1-11
1 : 10
Detail Section 2-22
1 : 10
Detail Section 3-33
1 : 10
Detail Section 4-44
LAWRENCE & LONG ARCHITECTS PL3
3D - Typical Wall OpeningDetail5