ultrafloor
10.
TYPICAL DRAWINGS AND STANDARD DETAILS
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 ............................................................................................................10-1
A.1.1.2 150R Beam ............................................................................................................10-1
A.1.1.3 170R Beam ............................................................................................................10-2
A.1.2 Commercial Beam Profiles ..........................................................................................10-2
A.1.2.1
A.1.2.2
A.1.2.3
A.1.2.5
130C Beam ............................................................................................................10-2
150C Beam ............................................................................................................10-3
200C Beam ............................................................................................................10-3
250C Beam ............................................................................................................10-4
A.1.3 Commercial Low-Flange Beam Profiles .....................................................................10-4
A.1.3.1 200CL Beam (Low Flange)...................................................................................10-4
A.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
A.1.5.2
A.1.5.3
A.1.5.4
S1200/100 Ultrashell.............................................................................................10-6
S1200/150 Ultrashell.............................................................................................10-6
S1200/200 Ultrashell.............................................................................................10-6
S1200/250 Ultrashell.............................................................................................10-7
A.1.6 Ultralintels .....................................................................................................................10-7
A.1.6.1
A.1.6.2
A.1.6.3
A.1.6.4
A.2
80 Standard Lintel (110/80L)................................................................................10-7
170 Standard Lintel (110/170L)............................................................................10-8
90 Modular Lintel (90/90L) ...................................................................................10-8
170 Modular Lintel (90/170L) ...............................................................................10-8
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
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-i
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.
CONSTRUCTION DETAILS – SUPPORT STRUCTURE......................................................10-15
B.1
Beams as Support Structure ...............................................................................................10-15
B.1.1 Ultraband – DELETED ................................................................................................10-15
B.1.2 Ultrashell......................................................................................................................10-15
B.1.2.1
B.1.2.2
B.1.2.3
B.1.2.4
B.1.2.5
B.1.2.6
Typical 1200 Ultrashell Internal Band...............................................................10-15
Typical 1800 Ultrashell Band.............................................................................10-15
Typical 1200 Ultrashell Edge Band (With Varying Shoring Wall) .................10-16
Plan of Propping for Ultrashell Band System..................................................10-16
Typical Elevation of Propping Ultrashell Band System .................................10-17
Typical Ultrashell Band Section at Column Showing
Propping – 1200 Wide Band ..............................................................................10-17
B.1.2.7 Typical Ultrashell Band Section at Column Showing
Propping – 1800 Wide Band ..............................................................................10-18
B.1.2.8 Vertical Formwork Detail at Ultrashell..............................................................10-18
B.1.2.9 Typical Ultrashell Band to Column Interface...................................................10-19
B.1.2.10 Typical Ultrashell Band to Core Interface ........................................................10-19
B.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......................................................................10-20
B.1.3.2 Typical Insitu Edge Band...................................................................................10-21
B.1.3.3 Typical Insitu Internal Band...............................................................................10-21
B.1.4 Post-Tensioning Conventionally Formed - No Dwg. at Present ...........................10-22
B.1.5 Precast .........................................................................................................................10-22
B.1.5.1 Precast Edge Beam Support Detail ..................................................................10-22
B.1.5.2 Precast Beam Support Detail ............................................................................10-22
B.1.5.3 Precast Balcony Shell Detail .............................................................................10-23
B.1.6 Steel .............................................................................................................................10-23
B.1.6.1
B.1.6.2
B.1.6.3
B.1.6.4
B.1.6.5
B.1.6.6
B.1.6.7
B.1.6.8
B.1.6.9
Steel Beam Support Detail with Shelf Angles and Notch Beams.................10-23
Steel Beam Support Detail with Shelf Angles .................................................10-24
Steel Beam with Lateral Restraint ....................................................................10-24
Composite Steel Beam.......................................................................................10-24
Internal Steelwork / Floor Interface Without Setdown....................................10-25
Back to Back Angle Support (No Setdown Soffit) ..........................................10-25
Combined Profile Steel Support Beam (Detail 1) ............................................10-25
Combined Profile Steel Support Beam (Detail 2) ............................................10-26
Steel Beam Step Detail.......................................................................................10-26
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-ii
ultrafloor
B.2
TYPICAL DRAWINGS AND STANDARD DETAILS
Walls as Support Structure..................................................................................................10-27
B.2.1 Masonry .......................................................................................................................10-27
B.2.1.1 Brickwork ............................................................................................................10-27
B.2.1.1.1 Perimeter Wall / Floor Interface – Beams Perpendicular to Wall ...........10-27
B.2.1.1.2 Perimeter Wall / Floor Interface – Beams Perpendicular to Wall
with Opening Below .....................................................................................10-27
B.2.1.1.3 Perimeter Wall / Floor Interface – Beams Perpendicular to Wall,
Slab Extended to Restrain Outer Skin .......................................................10-28
B.2.1.1.4 Perimeter Wall / Floor Interface – Beams Parallel to and
Bearing onto Wall .........................................................................................10-28
B.2.1.1.5 Perimeter Wall / Floor Interface – Beams Parallel to Wall, Slab
Extended to Restrain Outer Skin ................................................................10-29
B.2.1.1.6 Internal Wall / Floor Interface– Beams Lapped on Wall ...........................10-29
B.2.1.1.7 Internal Wall / Floor Interface – With Setdown Bay ..................................10-30
B.2.1.1.8 Internal Wall / Floor Interface – With Setdown Bay and Subject
to Moment Reversal .....................................................................................10-30
B.2.1.1.9 Internal Wall / Floor Interface – With Concrete Downturn onto Wall .....10-31
B.2.1.1.10 Internal Wall / Floor Interface – Beams Continuous Over Support........10-31
B.2.1.1.11 Internal Wall / Floor Interface Edge Detail .................................................10-32
B.2.1.1.12 Internal Wall / Floor Interface – Change in Direction of
Beams Detail 1 ..............................................................................................10-32
B.2.1.1.13 Internal Wall / Floor Interface – Change in Direction of
Beams Detail 2 ..............................................................................................10-33
B.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 .......................................10-34
B.2.1.1.17 Typical Wall & Beam Edge Detail – Beams Perpendicular
to Support .....................................................................................................10-35
B.2.1.1.18 Typical Wall & Beam Edge Detail – Beams Parallel to Support .............10-35
B.2.1.1.19 Typical Intermediate Support Detail Using Dwarf Walls .........................10-36
B.2.1.1.20 Typical Intermediate Support Detail Using Isolated Piers – Detail 1 .....10-36
B.2.1.1.21 Typical Intermediate Support Detail Using Isolated Piers – Detail 2 .....10-37
B.2.1.1.22 Stepdown to Verandah / Balcony on Engaged Brickwork ......................10-37
B.2.1.2 Concrete Block ...................................................................................................10-38
B.2.1.2.1 Blockwork Perimeter Wall / Floor Interface with Beams
Perpendicular to Wall...................................................................................10-38
B.2.1.2.2 Blockwork Perimeter Wall / Floor Interface with Beams
Parallel to Wall ..............................................................................................10-38
B.2.1.2.3 Blockwork Perimeter Wall / Floor Interface with Beams
Perpendicular to Wall with Setdown ..........................................................10-39
B.2.1.3 AAC Blockwork (Hebel) .....................................................................................10-39
B.2.1.3.1 AAC Perimeter Wall / Floor Interface .........................................................10-39
B.2.1.3.2 AAC Internal Wall / Floor Interface .............................................................10-40
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-iii
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.2.2 Insitu ............................................................................................................................10-40
B.2.2.1 Typical Ultrafloor / Insitu Wall Junction with Beams Parallel to Wall ..........10-40
B.2.2.2 Typical Ultrafloor / Insitu Wall Junction with Beams Perpendicular
to Wall ..................................................................................................................10-41
B.2.2.3 Vertical Formwork Detail at Wall.......................................................................10-41
B.2.3 Precast .........................................................................................................................10-42
B.2.3.1.1 Typical External Precast Panel Detail Without Temporary
Supporting Angle .........................................................................................10-42
B.2.3.1.2 Typical External Precast Panel Detail with Temporary
Support Angle...............................................................................................10-42
B.2.3.1.3 Typical External Precast Panel with Permanent
Supporting Angle .........................................................................................10-43
B.2.3.1.4 Typical Internal Precast Panel Detail (Continuous Panel) ......................10-43
B.2.3.1.5 Typical Internal Precast Panel Detail (Where Panel Terminates
at Slab Soffit) ................................................................................................10-44
B.2.3.1.6 Typical External Precast Panel Detail (Beams Parallel to Wall) .............10-44
B.2.4 Proprietary Systems...................................................................................................10-45
B.2.4.1 Ritek .....................................................................................................................10-45
B.2.4.1.1 Ritek Perimeter Wall / Floor Interface with Beams Perpendicular
to Wall............................................................................................................10-45
B.2.4.1.2 Ritek Perimeter Wall / Floor Interface with Beams Parallel to Wall........10-45
B.2.4.1.3 Ritek Internal Wall / Floor Interface with Beams Parallel to Wall ...........10-46
B.2.4.1.4 Ritek Internal Wall / Floor Interface Beams Perpendicular to Wall
(Minimum Bearing) .......................................................................................10-46
B.2.4.1.5 Ritek Step Detail Beams Parallel to Wall ...................................................10-47
C.
CONSTRUCTION DETAILS – MISCELLANEOUS ...............................................................10-48
C.1
Foundations...........................................................................................................................10-48
C.1.1.1 Fire Collars..........................................................................................................10-48
C.2
Internal Stepdowns...............................................................................................................10-48
C.2.1.1
C.2.1.2
C.2.1.3
C.2.1.4
C.2.1.5
C.2.1.6
C.3
Stepdown Greater than 50mm in Surface Using Extra Topping ..................10-48
Stepdown Detail Using Setdown Bay...............................................................10-49
Stepdown Using Different Topping Thickness................................................10-49
Stepdown By Reducing Topping Thickness ...................................................10-49
Stepdown by Setting Down Beams ..................................................................10-50
Detail of Tiling Falls to Wet Area ......................................................................10-50
External Stepdowns..............................................................................................................10-51
C.3.1.1 Stepdown Detail Type A.....................................................................................10-51
C.3.1.2 Stepdown Detail Type B.....................................................................................10-51
C.3.1.3 Stepdown Detail Type C.....................................................................................10-51
C.3.1.4 Stepdown Detail Type D.....................................................................................10-52
C.3.1.5 Stepdown Detail Type E.....................................................................................10-52
C.3.1.6 Stepdown Detail Type F .....................................................................................10-52
C.3.1.7 Stepdown Detail Type G ....................................................................................10-53
C.3.1.8 Stepdown Detail Type H.....................................................................................10-53
C.3.1.9 Stepdown Detail Type J .....................................................................................10-53
C.3.1.10 Stepdown Detail Type K.....................................................................................10-54
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-iv
ultrafloor
C.4
TYPICAL DRAWINGS AND STANDARD DETAILS
Edge Details...........................................................................................................................10-54
C.4.1.1
C.4.1.2
C.4.1.3
C.4.1.4
C.4.1.5
C.4.1.6
Internal Downturn Edge Detail with Beams Parallel ......................................10-54
Internal Downturn Edge Detail with Beams Perpendicular...........................10-55
External Downturn Edge Detail with Beams Perpendicular..........................10-55
CBE Edge Detail - DELETED .............................................................................10-55
Typical Verandah Edge Detail ...........................................................................10-56
Typical Garage Entry Detail...............................................................................10-56
C.5
Edgeboards – No Dwg. at Present ......................................................................................10-57
C.6
Joints......................................................................................................................................10-57
C.6.1.1
C.6.1.2
C.6.1.3
C.6.1.4
C.7
Expansion Joint Detail .......................................................................................10-57
Expansion Joint Detail with Optional Dowel ...................................................10-57
Expansion Joint Detail for External Patios ......................................................10-58
Detail of Sawcut Over Support..........................................................................10-58
Stairs ......................................................................................................................................10-58
C.7.1.1
C.7.1.2
C.7.1.3
C.7.1.4
Typical Stair Connection Detail 1 .....................................................................10-58
Typical Stair Connection Detail 2 .....................................................................10-59
Typical Stair Connection Detail 3 .....................................................................10-59
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
C.9.1.2
C.9.1.3
C.9.1.4
C.9.1.5
C.9.1.6
C.9.1.7
Stepdown Insitu Cantilever Detail with Beams Parallel ................................10-60
Stepdown Insitu Cantilever Detail with Beams Perpendicular .....................10-60
Hobbed Insitu Cantilever Detail with Beams Parallel ....................................10-60
Hobbed Insitu Cantilever Detail with Beams Perpendicular .........................10-61
Insitu Cantilever Detail with Beams Parallel (Setdown Soffit) ......................10-61
Insitu Cantilever Detail with Beams Perpendicular (Setdown Soffit)...........10-61
Ultrafloor Cantilever ...........................................................................................10-62
C.10 Trimming Voids (Saddles)....................................................................................................10-62
C.10.1.1 Trimming Angle for Small Spans......................................................................10-62
C.10.1.2 Trimming Channel for Large Spans .................................................................10-62
C.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........................................................................10-63
C.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
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-v
ultrafloor
A.
TYPICAL DRAWINGS AND STANDARD DETAILS
SYSTEM DETAILS
A.1 Product Range
A.1.1 Residential Beam Profiles
25
80
5
50
10
5
25
10
30
70
35
130
R8
5
5
118
5
5
130
A.1.1.1 130R Beam
25
80
25
10
5
40
35
5
10
40
100
150
75
R8
24
6
24
6
108
5
5
130
A.1.1.2 150R Beam
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-1
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
25
80
5
25
70
30
10
35
R8
170
45
50
50
5
5
5
5
5
110
130
A.1.1.3 170R Beam
A.1.2 Commercial Beam Profiles
25
140
40
40
5
50
30
10
5
25
10
30
70
70
130
R8
40
5
40
170
5
6
5
190
A.1.2.1 130C Beam
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-2
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
25
200
25
10
5
40
35
5
40
10
100
75
150
R8
68
6
68
6
228
5
5
250
A.1.2.2 150C Beam
25
200
5
25
5
68
40
10
68
40
EQ
EQ
EQ
10
150
200
125
R8
6
136
6
5
228
5
250
A.1.2.3 200C Beam
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-3
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
25
200
25
68
68
5
40
75
10
5
35
200
90
250
R8
EQ
EQ
10
50
EQ
136
7
7
226
5
5
250
A.1.2.4
A.1.2.5 250C Beam
A.1.3 Commercial Low-Flange Beam Profiles
25
200
25
5
40
60
35
5
EQU
5
7
EQU
136
240
EQU
10
40
100
200
125
R8
5
7
250
A.1.3.1 200CL Beam (Low Flange)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-4
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
25
200
68
25
68
5
40
75
60
5
35
150
250
90
R8
EQ
EQ
10
50
EQ
7
5
136
226
7
5
250
A.1.3.2 250CL Beam (Low Flange)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-5
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
A.1.4 Ultraband Beam Profiles - DELETED
A.1.5 Ultrashell Profiles
5
35
65
135
140
140
67.5
67.5
102.5
300
25
30
R8
5
305
140
20
15
300
3
90
10
100
10
140
5
120
67.5
67.5
135
210
135
120
5
102.5
135
15
590
590
1195
A.1.5.1 S1200/100 Ultrashell
140
300
300
25
140
5
140
5
40
70
90
10
30
70
60
20
60
150
R20
305
140
20
20
70
5
67.5
67.5
135
103
120
67.5
67.5
135
210
135
120
5
103
135
15
590
590
1195
A.1.5.2 S1200/150 Ultrashell
140
300
5
305
140
140
5
140
70
5
103
110
40
70
90
10
30
60
R20
20
200
130
110
300
25
40
20
67.5
67.5
135
120
135
67.5
67.5
210
135
120
135
5
103
15
590
590
1195
A.1.5.3 S1200/200 Ultrashell
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-6
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
140
300
5
305
140
300
25
140
5
140
5
103
40
130
40
70
90
10
30
60
R20
20
250
180
160
120
40
20
67.5
67.5
135
120
67.5
67.5
135
210
135
120
135
5
103
15
590
590
1195
A.1.5.4 S1200/250 Ultrashell
A.1.6 Ultralintels
110
30
40
40
80
40
A.1.6.1 80 Standard Lintel (110/80L)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-7
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
110
40
90
170
55
A.1.6.2 170 Standard Lintel (110/170L)
90
30
30
40
90
30
A.1.6.3 90 Modular Lintel (90/90L)
90
90
40
170
45
A.1.6.4 170 Modular Lintel (90/170L)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-8
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
A.2 Standard System Sections
A.2.1 130R System (130R/400, 130R/500)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-9
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TYPICAL DRAWINGS AND STANDARD DETAILS
A.2.2 130C System (130C/400, 130C/500)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-10
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
A.2.3 150R System (150R/400, 150R/500)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-11
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
A.2.4 150C System (150C/400, 150C/500)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-12
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
A.2.5 200C System (200C/400, 200C/500)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-13
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
A.2.6 250C System (250C/400, 250C/500)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-14
ultrafloor
B.
TYPICAL DRAWINGS AND STANDARD DETAILS
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
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-15
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.2.3 Typical 1200 Ultrashell Edge Band
(With Varying Shoring Wall)
B.1.2.4 Plan of Propping for Ultrashell Band System
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-16
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.2.5 Typical Elevation of Propping Ultrashell Band System
B.1.2.6 Typical Ultrashell Band Section at Column Showing
Propping – 1200 Wide Band
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-17
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.2.7 Typical Ultrashell Band Section at Column Showing
Propping – 1800 Wide Band
B.1.2.8 Vertical Formwork Detail at Ultrashell
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-18
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.2.9 Typical Ultrashell Band to Column Interface
B.1.2.10
Typical Ultrashell Band to Core Interface
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-19
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.2.11
Typical Ultrashell Section (With Step)
B.1.3 Conventionally Formed
B.1.3.1 Insitu Edge Beam Support Detail
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-20
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.3.2 Typical Insitu Edge Band
B.1.3.3 Typical Insitu Internal Band
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-21
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
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
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-22
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.5.3 Precast Balcony Shell Detail
B.1.6 Steel
B.1.6.1 Steel Beam Support Detail with Shelf Angles and
Notch Beams
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-23
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
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
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-24
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
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)
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-25
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.1.6.8 Combined Profile Steel Support Beam (Detail 2)
B.1.6.9 Steel Beam Step Detail
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-26
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.2 Walls as Support Structure
B.2.1 Masonry
B.2.1.1 Brickwork
B.2.1.1.1 Perimeter Wall / Floor Interface – Beams
Perpendicular to Wall
B.2.1.1.2 Perimeter Wall / Floor Interface – Beams Perpendicular
to Wall with Opening Below
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-27
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
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 to
and Bearing onto Wall
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-28
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
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
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-29
ultrafloor
TYPICAL DRAWINGS AND STANDARD DETAILS
B.2.1.1.7 Internal Wall / Floor Interface – With Setdown Bay
B.2.1.1.8 Internal Wall / Floor Interface – With Setdown Bay
and Subject to Moment Reversal
ULTRAFLOOR TECHNICAL MANUAL
September 2002 Edition
Page 10-30