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Page 1: C:Users onan huntDocuments[6 - BJ Marine (13.10

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