1. OPEN TO
ABOVE
OPEN TO
ABOVE
OPEN TO
ABOVE
W250X40
W250X40
STEEL BEAM
W250X40
OPEN TO
ABOVE
D.O.
D.O.
D.O.
D.O.
D.O.
D.O.
D.O.
250OSWJ
D.O.
D.O.
D.O.
D.O.
D.O.
D.O.
250OSWJ
D.O.
D.O.
350OSWJ
D.O.
D.O.
100OSWJ
100OSWJ
400OSWJ
350OSWJ
D.O.
D.O.
300OSWJ
D.O.
D.O.
D.O.
D.O.
D.O.
D.O.
D.O.
300OSWJ
75X75X8STEELANGLE
D.O.
400OSWJ
D.O.
D.O.
D.O.
75X75X8STEELANGLE
75X75X8STEELANGLE
75X75X8STEELANGLE
75X75X8
STEEL
ANGLE
L2
D.O.
100OSWJ
100OSWJ
350OSWJ
C E G H
1
2
3
4
5
9
D
W250X40
W250X40
1200.0 mm
TYP.
350OSWJ
L2L2L2L2
L2
L1 L1
L2
L2
L2
L2
L2 L2 L2 L2
L2
L2
L2
L3
L2
L1L1
L1
L1
8
7
6
F
STEEL DECK
STEEL DECK
STEEL DECK
A B
380mm CAST IN PLACE
CONCRETE EXTERIOR
FOUINDATION WALL
SUPPORTING EXTERIOR
LOAD BEARRING BRICK ON
C.M.U. WALLS
CONCRETE
FOUNDATION WALL
FOOTINGS NO FOOTING.
KEYREINFORCED WITH
2-15M REBARS HOOKED
BAR INTO FOUNDATION
WALL (INTERIOR AND
EXTERIOR)
C E G H
1
2
3
4
5
9
D
8
190mm CODE 20 CONCRETE
BLOCK FOUINDATION WALL
COMPRISED OF 2 COURSES.
SUPPORTING INTERIOR LOAD
BEARING MASONRY WALLS AT A
HIEGHT OF 400mm TOTAL WITH
MORTER.
1500mm X 1500mm X
400mm CONCRETE
PEIR FOOTINGS
590mm WIDE X 200mm DEEP
CONCRETE FOUINDATION
FOOTING SUPPORTING INTERIOR
LOAD BEARRING MASONERY
FOUNDATION WALLS WITH 200mm
PROGECTION ON EITHR SIDE OF
THE FOUNDATION WALL
600mm X 600mm X 1200mm
CONCRETE PEIRS TO
SUPORT POINTLOADS
CARRIED THOUGHT THE
STRUCTURE BY HA 150mm
DIAMIETER CIRCULAR
STEEL COLUMN
780mm WIDE X 200mm DEEP
CONCRETE FOUINDATION
FOOTING SUPPORTING
EXTERIOR LOAD BEARRING
MASONERY FOUNDATION
WALLS WITH 200mm
PROGECTION ON EITHR SIDE
OF THE FOUNDATION WALL
19970.0 mm 3400.0 mm 1200.0 mm
3400.0mm
17870.0mm
5196.9 mm 5970.0 mm 13399.9 mm
3484.4mm
1100.0mm
24570.0 mm
7
6
5610.0 mm13410.0 mm
3294.4mm4386.8mm
1296.3mm
2845.0mm1352.5mm4170.0mm
3210.0mm6833.8mm
F
17870.0mm
A
6938.8mm5170.0mm
B
L2 L2 L4
150OSWJ
150OSWJ
75X75X8STEELANGLE
75X75X8
STEEL
ANGLE
75X75X8STEELANGLE
75X75X8
STEELANGLE
W250X40
W250X39
300OSWJ
D.O.
D.O.
300OSWJ
D.O.
W250X40
350OSWJ
D.O.
D.O.
C E G H
1
2
3
4
5
9
D
75X75X8STEELANGLE
2400.0 mm
TYP.
8
W250X40
W250X40
D.O.
350OSWJ
L1 L1
OPEN TO
ENTERANCE
LOBBEY BELLOW
L1L1
L1
L2
L3
L2
L1
L4 L4
W250X40
W250X40
W250X40
D.O.
L1
D.O.
STEEL DECK
HA 150mm DIAMIETER
CIRCULAR STEEL COLUMN
CAPPED BY A 200mm X
200mm X 15mm STEEL
PLATE AT THE TOP AND
BOTTOM OF COLUMN AND
RESTING ON THE
SUPORTING STRUCTION
OF THE SECOND FLOOR
EXTENDING UP TO THE
INJTERSECTION OF W250 X
40 STEEL BEAMS ABOVE
STEEL DECK
STEEL DECK
STEEL DECK
STEEL DECK
7
6
F
L1
D.O.
D.O.
D.O.
350OSWJ
350OSWJ
D.O.
D.O.
A
L1L1
L4
HA 150mm DIAMIETER
CIRCULAR STEEL COLUMN
RESTING ON THE SUPORTING
STRUCTION OF THE FIRST
FLOOR AND EXTENDING UP TO
THE INTERSECTIONS OF W250
X 40 STEEL BEAMS ON THE
FIRST AND SECOND FLOOR
ABOVE
150OSWJ
150OSWJ
L2
B
CODE 20
MASONARY UNITS
190mm X 190mm X
390mm
10mm MORTOR
JOINTS
W200 X 36
STEEL BEAM
10mm STEEL
PLATE
CODE 20 MASONARY UNITS
190mm X 190mm X 390mm
10mm MORTOR OR
JOINTS
2-15m REBAR
INFORCMENT
CAST IN PLACE
CONCRETE OR GROUT
190mm LINTAL BLOCK
CODE 20 MASONARY UNITS
190mm X 190mm X 390mm
10mm MORTOR JOINTS
2 - 100 X 90 X 8 LLV'S
STEEL ANGLE
125 X 90 X 8 LLV STEEL
ANGLE
CODE 20
MASONARY UNITS
190mm X 190mm X
390mm
10mm MORTOR
JOINTS
10mm STEEL
PLATE
W200 X 22
STEEL BEAM
Scale
Date
Drawn byARCHITECTURE - CONSTRUCTION
ENGINEERING TECHNOLOGY
Sheet No.
As indicated
10/4/20141:46:49PM
S1
STRUCTURAL PLANS
ARCH1030 MAJOR
PROJECT
9/26/2014
KIERAN TRIMBEE
GO FOR BROKE
DESINGE GROUP
1 : 100
S1
SECOND FLOOR FRAMING PLAN2
1 : 100
S1
FOUNDATION PLAN1
1 : 100
S1
ROOF FRAMING PLAN3
1 : 10
S1
LINTELS SCHEDULE4
L1 FOR ALL MASONRY OPENINGS
IN LOAD BEARING WALLS
INTERIOR LINTEL
L2
EXTERIOR LINTEL
L3
EXTERIOR LINTEL
L4
EXTERIOR LINTEL
FOR MASONRY OPENINGS UP TO 1210mm
FOR MASONRY OPENINGS 1210mm-2410mm
FOR MASONRY OPENINGS 2410mm-4810mm