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ultra floor TYPICAL DRAWINGS AND STANDARD DETAILS
ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-i
10. TYPICAL DRAWINGS & STANDARD DETAILS
SCHEDULE OF STANDARD DETAILS. All drawings are NTS and dimensions are in mm
Page No.
A. SYSTEM DETAILS...................................................................................................................10-1
A.1 Product Range.........................................................................................................................10-1
A.1.1 Residential Beam Profiles............................................................................................10-1
A.1.1.1 130R Beam ............................................................................................................10-1A.1.1.2 150R Beam ............................................................................................................10-1A.1.1.3 170R Beam ............................................................................................................10-2
A.1.2 Commercial Beam Profiles ..........................................................................................10-2
A.1.2.1 130C Beam ............................................................................................................10-2A.1.2.2 150C Beam ............................................................................................................10-3A.1.2.3 200C Beam ............................................................................................................10-3A.1.2.5 250C Beam ............................................................................................................10-4
A.1.3 Commercial Low-Flange Beam Profiles.....................................................................10-4
A.1.3.1 200CL Beam (Low Flange)...................................................................................10-4A.1.3.2 250CL Beam (Low Flange)...................................................................................10-5
A.1.4 Ultraband Beam Profiles - DELETED ..........................................................................10-6
A.1.5 Ultrashell Profiles .........................................................................................................10-6
A.1.5.1 S1200/100 Ultrashell.............................................................................................10-6A.1.5.2 S1200/150 Ultrashell.............................................................................................10-6A.1.5.3 S1200/200 Ultrashell.............................................................................................10-6A.1.5.4 S1200/250 Ultrashell.............................................................................................10-7
A.1.6 Ultralintels .....................................................................................................................10-7
A.1.6.1 80 Standard Lintel (110/80L)................................................................................10-7A.1.6.2 170 Standard Lintel (110/170L)............................................................................10-8A.1.6.3 90 Modular Lintel (90/90L) ...................................................................................10-8A.1.6.4 170 Modular Lintel (90/170L) ...............................................................................10-8
A.2 Standard System Sections.....................................................................................................10-9
A.2.1 130R System (130R/400, 130R/500).............................................................................10-9
A.2.2 130C System (130C/400, 130C/500)...........................................................................10-10
A.2.3 150R System (150R/400, 150R/500)...........................................................................10-11
A.2.4 150C System (150C/400, 150C/500)...........................................................................10-12
A.2.5 200C System (200C/400, 200C/500)...........................................................................10-13
A.2.6 250C System (250C/400, 250C/500)...........................................................................10-14
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-ii
B. CONSTRUCTION DETAILS SUPPORT STRUCTURE......................................................10-15
B.1 Beams as Support Structure ...............................................................................................10-15B.1.1 Ultraband DELETED ................................................................................................10-15
B.1.2 Ultrashell......................................................................................................................10-15
B.1.2.1 Typical 1200 Ultrashell Internal Band...............................................................10-15B.1.2.2 Typical 1800 Ultrashell Band.............................................................................10-15B.1.2.3 Typical 1200 Ultrashell Edge Band (With Varying Shoring Wall) .................10-16B.1.2.4 Plan of Propping for Ultrashell Band System..................................................10-16B.1.2.5 Typical Elevation of Propping Ultrashell Band System .................................10-17B.1.2.6 Typical Ultrashell Band Section at Column Showing
Propping 1200 Wide Band ..............................................................................10-17
B.1.2.7 Typical Ultrashell Band Section at Column ShowingPropping 1800 Wide Band ..............................................................................10-18
B.1.2.8 Vertical Formwork Detail at Ultrashell..............................................................10-18B.1.2.9 Typical Ultrashell Band to Column Interface...................................................10-19B.1.2.10 Typical Ultrashell Band to Core Interface........................................................10-19B.1.2.11 Typical Ultrashell Section (With Step)..............................................................10-20
B.1.3 Conventionally Formed..............................................................................................10-20
B.1.3.1 Insitu Edge Beam Support Detail......................................................................10-20B.1.3.2 Typical Insitu Edge Band...................................................................................10-21B.1.3.3 Typical Insitu Internal Band...............................................................................10-21
B.1.4 Post-Tensioning Conventionally Formed - No Dwg. at Present
.........
..................10-22B.1.5 Precast.........................................................................................................................10-22
B.1.5.1 Precast Edge Beam Support Detail ..................................................................10-22B.1.5.2 Precast Beam Support Detail ............................................................................10-22B.1.5.3 Precast Balcony Shell Detail .............................................................................10-23
B.1.6 Steel .............................................................................................................................10-23
B.1.6.1 Steel Beam Support Detail with Shelf Angles and Notch Beams.................10-23B.1.6.2 Steel Beam Support Detail with Shelf Angles .................................................10-24B.1.6.3 Steel Beam with Lateral Restraint ....................................................................10-24B.1.6.4 Composite Steel Beam.......................................................................................10-24B.1.6.5 Internal Steelwork / Floor Interface Without Setdown....................................10-25B.1.6.6 Back to Back Angle Support (No Setdown Soffit) ..........................................10-25B.1.6.7 Combined Profile Steel Support Beam (Detail 1) ............................................10-25B.1.6.8 Combined Profile Steel Support Beam (Detail 2) ............................................10-26B.1.6.9 Steel Beam Step Detail.......................................................................................10-26
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-iii
B.2 Walls as Support Structure..................................................................................................10-27
B.2.1 Masonry .......................................................................................................................10-27
B.2.1.1 Brickwork ............................................................................................................10-27B.2.1.1.1 Perimeter Wall / Floor Interface Beams Perpendicular to Wall ...........10-27B.2.1.1.2 Perimeter Wall / Floor Interface Beams Perpendicular to Wall
with Opening Below .....................................................................................10-27B.2.1.1.3 Perimeter Wall / Floor Interface Beams Perpendicular to Wall,
Slab Extended to Restrain Outer Skin .......................................................10-28B.2.1.1.4 Perimeter Wall / Floor Interface Beams Parallel to and
Bearing onto Wall.........................................................................................10-28B.2.1.1.5 Perimeter Wall / Floor Interface Beams Parallel to Wall, Slab
Extended to Restrain Outer Skin ................................................................10-29B.2.1.1.6 Internal Wall / Floor Interface Beams Lapped on Wall ...........................10-29B.2.1.1.7 Internal Wall / Floor Interface With Setdown Bay ..................................10-30B.2.1.1.8 Internal Wall / Floor Interface With Setdown Bay and Subject
to Moment Reversal .....................................................................................10-30B.2.1.1.9 Internal Wall / Floor Interface With Concrete Downturn onto Wall.....10-31B.2.1.1.10 Internal Wall / Floor Interface Beams Continuous Over Support........10-31B.2.1.1.11 Internal Wall / Floor Interface Edge Detail .................................................10-32B.2.1.1.12 Internal Wall / Floor Interface Change in Direction of
Beams Detail 1..............................................................................................10-32B.2.1.1.13 Internal Wall / Floor Interface Change in Direction of
Beams Detail 2..............................................................................................10-33B.2.1.1.14 Typical Bearer & Beam Edge Detail Brick Veneer
Construction Detail 1 ...................................................................................10-33
B.2.1.1.15 Typical Bearer & Beam Edge Detail Brick Veneer Construction Detail 2 ...................................................................................10-34
B.2.1.1.16 Typical Edge Detail Clad Frame Construction .......................................10-34B.2.1.1.17 Typical Wall & Beam Edge Detail Beams Perpendicular
to Support .....................................................................................................10-35B.2.1.1.18 Typical Wall & Beam Edge Detail Beams Parallel to Support .............10-35B.2.1.1.19 Typical Intermediate Support Detail Using Dwarf Walls .........................10-36B.2.1.1.20 Typical Intermediate Support Detail Using Isolated Piers Detail 1 .....10-36B.2.1.1.21 Typical Intermediate Support Detail Using Isolated Piers Detail 2 .....10-37B.2.1.1.22 Stepdown to Verandah / Balcony on Engaged Brickwork ......................10-37
B.2.1.2 Concrete Block ...................................................................................................10-38B.2.1.2.1 Blockwork Perimeter Wall / Floor Interface with Beams
Perpendicular to Wall...................................................................................10-38B.2.1.2.2 Blockwork Perimeter Wall / Floor Interface with Beams
Parallel to Wall..............................................................................................10-38B.2.1.2.3 Blockwork Perimeter Wall / Floor Interface with Beams
Perpendicular to Wall with Setdown ..........................................................10-39B.2.1.3 AAC Blockwork (Hebel) .....................................................................................10-39
B.2.1.3.1 AAC Perimeter Wall / Floor Interface .........................................................10-39B.2.1.3.2 AAC Internal Wall / Floor Interface .............................................................10-40
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-v
C.4 Edge Details...........................................................................................................................10-54
C.4.1.1 Internal Downturn Edge Detail with Beams Parallel ......................................10-54
C.4.1.2 Internal Downturn Edge Detail with Beams Perpendicular ...........................10-55C.4.1.3 External Downturn Edge Detail with Beams Perpendicular..........................10-55C.4.1.4 CBE Edge Detail - DELETED .............................................................................10-55C.4.1.5 Typical Verandah Edge Detail ...........................................................................10-56C.4.1.6 Typical Garage Entry Detail...............................................................................10-56
C.5 Edgeboards No Dwg. at Present ......................................................................................10-57
C.6 Joints......................................................................................................................................10-57
C.6.1.1 Expansion Joint Detail .......................................................................................10-57C.6.1.2 Expansion Joint Detail with Optional Dowel ...................................................10-57C.6.1.3 Expansion Joint Detail for External Patios......................................................10-58
C.6.1.4 Detail of Sawcut Over Support..........................................................................10-58C.7 Stairs ......................................................................................................................................10-58
C.7.1.1 Typical Stair Connection Detail 1 .....................................................................10-58C.7.1.2 Typical Stair Connection Detail 2 .....................................................................10-59C.7.1.3 Typical Stair Connection Detail 3 .....................................................................10-59C.7.1.4 Typical Stair Connection Detail 4 .....................................................................10-59
C.8 Continuity No Dwg. at Present .........................................................................................10-60
C.9 Cantilevers .............................................................................................................................10-60
C.9.1.1 Stepdown Insitu Cantilever Detail with Beams Parallel ................................10-60C.9.1.2 Stepdown Insitu Cantilever Detail with Beams Perpendicular .....................10-60C.9.1.3 Hobbed Insitu Cantilever Detail with Beams Parallel ....................................10-60C.9.1.4 Hobbed Insitu Cantilever Detail with Beams Perpendicular .........................10-61C.9.1.5 Insitu Cantilever Detail with Beams Parallel (Setdown Soffit) ......................10-61C.9.1.6 Insitu Cantilever Detail with Beams Perpendicular (Setdown Soffit)...........10-61C.9.1.7 Ultrafloor Cantilever ...........................................................................................10-62
C.10 Trimming Voids (Saddles)....................................................................................................10-62
C.10.1.1 Trimming Angle for Small Spans ......................................................................10-62C.10.1.2 Trimming Channel for Large Spans .................................................................10-62C.10.1.3 Saddle Support Detail ........................................................................................10-63
C.11 Ceilings ..................................................................................................................................10-63
C.11.1.1 Typical Ceiling Fixing Detail..............................................................................10-63
C.12 Acoustic Details Refer to Section 6 .................................................................................10-63
C.13 Ultralintels as Hobs ..............................................................................................................10-63
C.13.1.1 Typical Internal Wall Hob Detail ........................................................................10-63C.13.1.2 Typical Threshold Hob.......................................................................................10-64
C.14 Flat Roofs...............................................................................................................................10-64
C.14.1.1 Typical Section Through Flat Roof...................................................................10-64
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-1
A. SYSTEM DETAILS
A.1 Product Range
A.1.1 Residential Beam Profiles
1 3 0
130
1185
5
25
5
5
R8
7 0
1 0
55
80 25
5 0
1 0
3 0
3 5
A.1.1.1 130R Beam
130
1 5 0
108
2424
5
6
5
6
1 0 0
4 0
1 0
1 0
R8
8025 25
55
7 5
3 5
4 0
A.1.1.2 150R Beam
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-2
1 7 0
80
3 5
130
1105
5 5
5
R8
5 0
1 0
5 0
7 0
25 25
55
3 0
4 5
A.1.1.3 170R Beam
A.1.2 Commercial Beam Profiles
190
1 3 0
170
4040
7 0
5 0
1 0
1 0
6
5
140
40405 5
25 25
5
5
3 0
7 0
3 0
R8
A.1.2.1 130C Beam
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-3
200
7 5
4 0
3 5
25 25
5 5
R8
228
1 5 0
1 0 0
4 0
1 0
1 0
5
68 686
5
6
250
A.1.2.2 150C Beam
200
1 2 5
4 0
25 25
5 5
R8
228
2 0 0
1 5 0
1 0
5
1366
5
6
250
4 0
68 68
EQ EQ EQ
1 0
A.1.2.3 200C Beam
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-4
A.1.2.4250
5 0
226
1367
5
7
5
EQ
3 5
9 0
7 5
20025 25
68685 5
R8
1 0
2 0 0
2 5 0
4 0
1
0
EQ EQ
A.1.2.5 250C Beam
A.1.3 Commercial Low-Flange Beam Profiles
200 25
5 5
6 0
2 0 0
4 0
R8
136
240 77
250
EQU EQU
25
EQU
1 2 5
3 5
1 0 0
1 0
5 5
4 0
A.1.3.1 200CL Beam (Low Flange)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-5
250
5 0
226
1367
5
7
5
EQ
3 5
9 0
7 5
20025 25
68685 5
R8
1 0
1 5 0
2 5 0
4 0
6 0
EQ EQ
A.1.3.2 250CL Beam (Low Flange)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-6
A.1.4 Ultraband Beam Profiles - DELETED
A.1.5 Ultrashell Profiles
140
5 140 14025
305300
1 0 0
5 5
135 120 135 210
300 140 5
590 590
15
1195
1 0 9
0
1 0
6 5
1 5
2 03
R8 3 0
67.5 67.5
3 5
67.5 67.5
135 120102.5 102.5135
A.1.5.1 S1200/100 Ultrashell
5 5
135 120 135 210
590 590
15
1195
67.5 67.5 67.5 67.5
135 120103 103
140
5 140 14025
305300 300 1 40 5
20
1 5 0
1 0 9
0
6 0
7 0
7 0
3 0
4 0
7 0
6 0
2 0
2 0
R20
135
A.1.5.2 S1200/150 Ultrashell
5 5
135 120 135 210
590 590
15
1195
67.5 67.5 67.5 67.5
135 120103 103
140
5 140 14025
305300 300 140 5
1 3 0
7 0
6 0
2 0R20
20
2 0 0
1 0 9 0
1 1 0
4 0
1 1 0
4 0
7 0
3 0
135
A.1.5.3 S1200/200 Ultrashell
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-7
140
5 140 14025
305300 300 140 5
20
5 5
135 120 135 210
590
15
1195
67.5 67.5 67.5 67.5
135 120103 103
2 5 0
1 0 9
0
1 6 0
1 8 0
1 2 0
6 0
2 0R20
4 0
1 3 0
4 0
7 0
3 0
4 0
590
135
A.1.5.4 S1200/250 Ultrashell
A.1.6 Ultralintels
8 0
110
4 0
40 4030
A.1.6.1 80 Standard Lintel (110/80L)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-8
1 7 0
110
9 0
4 0
55
A.1.6.2 170 Standard Lintel (110/170L)
9 0
90
4 0
30 30 30
A.1.6.3 90 Modular Lintel (90/90L)
1 7 0
90
9 0
4 0
45
A.1.6.4 170 Modular Lintel (90/170L)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-9
A.2 Standard System Sections
A.2.1 130R System (130R/400, 130R/500)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-10
A.2.2 130C System (130C/400, 130C/500)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-11
A.2.3 150R System (150R/400, 150R/500)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-12
A.2.4 150C System (150C/400, 150C/500)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-13
A.2.5 200C System (200C/400, 200C/500)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-14
A.2.6 250C System (250C/400, 250C/500)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-15
B. CONSTRUCTION DETAILS SUPPORT STRUCTURE
B.1 Beams as Support Structure
B.1.1 Ultraband DELETED
B.1.2 Ultrashell
B.1.2.1 Typical 1200 Ultrashell Internal Band
B.1.2.2 Typical 1800 Ultrashell Band
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-16
B.1.2.3 Typical 1200 Ultrashell Edge Band(With Varying Shoring Wall)
B.1.2.4 Plan of Propping for Ultrashell Band System
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-17
B.1.2.5 Typical Elevation of Propping Ultrashell Band System
B.1.2.6 Typical Ultrashell Band Section at Column ShowingPropping 1200 Wide Band
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-18
B.1.2.7 Typical Ultrashell Band Section at Column ShowingPropping 1800 Wide Band
B.1.2.8 Vertical Formwork Detail at Ultrashell
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-19
B.1.2.9 Typical Ultrashell Band to Column Interface
B.1.2.10 Typical Ultrashell Band to Core Interface
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-20
B.1.2.11 Typical Ultrashell Section (With Step)
B.1.3 Conventionally Formed
B.1.3.1 Insitu Edge Beam Support Detail
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-21
B.1.3.2 Typical Insitu Edge Band
B.1.3.3 Typical Insitu Internal Band
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-22
B.1.4 Post-Tensioning Conventionally Formed(No Dwg. at Present)
B.1.5 Precast
B.1.5.1 Precast Edge Beam Support Detail
B.1.5.2 Precast Beam Support Detail
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-23
B.1.5.3 Precast Balcony Shell Detail
B.1.6 Steel
B.1.6.1 Steel Beam Support Detail with Shelf Angles andNotch Beams
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ultra floor TYPICAL DRAWINGS AND STANDARD DETAILS
ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-24
B.1.6.2 Steel Beam Support Detail with Shelf Angles
B.1.6.3 Steel Beam with Lateral Restraint
B.1.6.4 Composite Steel Beam
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-25
B.1.6.5 Internal Steelwork / Floor Interface Without Setdown
B.1.6.6 Back to Back Angle Support (No Setdown Soffit)
B.1.6.7 Combined Profile Steel Support Beam (Detail 1)
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-26
B.1.6.8 Combined Profile Steel Support Beam (Detail 2)
B.1.6.9 Steel Beam Step Detail
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-27
B.2 Walls as Support Structure
B.2.1 Masonry
B.2.1.1 Brickwork
B.2.1.1.1 Perimeter Wall / Floor Interface BeamsPerpendicular to Wall
B.2.1.1.2 Perimeter Wall / Floor Interface Beams Perpendicular to Wall with Opening Below
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-28
B.2.1.1.3 Perimeter Wall / Floor Interface Beams Perpendicular
to Wall, Slab Extended to Restrain Outer Skin
B.2.1.1.4 Perimeter Wall / Floor Interface Beams Parallel toand Bearing onto Wall
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ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-29
B.2.1.1.5 Perimeter Wall / Floor Interface Beams Parallel to Wall,Slab Extended to Restrain Outer Skin
B.2.1.1.6 Internal Wall / Floor Interface Beams Lapped on Wall
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B.2.1.1.7 Internal Wall / Floor Interface With Setdown Bay
B.2.1.1.8 Internal Wall / Floor Interface With Setdown Bayand Subject to Moment Reversal
