C:Users onan huntDocuments[6 - BJ Marine (13.10
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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 Long Precast Concrete Lintels to Spread Load (Refer 3D - Typical Wall Opening Detail) Continuous Concrete Padstone / Waterstop to Prevent 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 Plate Welded to Bottom of RHS 515 x 15mm Steel Plate UC203x203x86 (2 No.) 150 x 100mm Deep Mass Concrete Padstone 515 x 15mm Steel Plate Glass Balustrade Support System By Glazing Manufacturers 1457 +3.185 m +3.120 m +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. C3 100 FLOOR VOID +3.185 m 200x100x16.0RHS 200x100x16.0RHS 515 x 15mm Steel Plate Welded to Bottom of RHS 100mm Concrete on Corus-ComFlor 51 Decking Existing Warehouse Floor Slab C3 FLOOR VOID UC203x203x86 (2 No. Tapered) UC203x203x86 (2 No. Tapered) Sloping Comflor Decking to Match Tapered Beam VARIES Existing Warehouse Floor Slab Mass Concrete Infill Between Steel Beams +3.185 m C3 FLOOR VOID +3.185 m UC203x203x86 UC203x203x86 515 x 15mm Steel Plate 200mm Concrete on Corus-ComFlor 51 Decking Mass Concrete Infill Between Steel Beams Existing Warehouse Floor Slab 200 C3 UC203x203x86 (2 No.) UC203x203x86 (2 No.) Mass Concrete Infill Between 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 Revision As indicated@A1 DK JFC JFC B J Marine PRELIMINARY 1336 Large 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-C1 C1 1 : 10 Detail Section 1-1 1 1 : 10 Detail Section 2-2 2 1 : 10 Detail Section 3-3 3 1 : 10 Detail Section 4-4 4 LAWRENCE & LONG ARCHITECTS PL3 3D - Typical Wall Opening Detail 5
Transcript of 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
