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...10-1 A.1.1.2 10R Beam...10-1 A.1.1.3 170R Beam...10-2 A.1.2 Commercial Beam Profiles...10-2 A.1.2.1 130C Beam...10-2 A.1.2.2 10C Beam...10-3 A.1.2.3 200C Beam...10-3 A.1.2. 20C 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 20CL Beam (Low Flange)...10- A.1.4 Ultraband Beam Profiles - DELETED...10-6 A.1. Ultrashell Profiles...10-6 A.1..1 S1200/100 Ultrashell...10-6 A.1..2 S1200/10 Ultrashell...10-6 A.1..3 S1200/200 Ultrashell...10-6 A.1..4 S1200/20 Ultrashell...10-7 A.1.6 Ultralintels...10-7 A.1.6.1 80 Standard Lintel (110/80L)...10-7 A.1.6.2 170 Standard Lintel (110/170L)...10-8 A.1.6.3 90 Modular Lintel (90/90L)...10-8 A.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/00)...10-9 A.2.2 130C System (130C/400, 130C/00)...10-10 A.2.3 10R System (10R/400, 10R/00)...10-11 A.2.4 10C System (10C/400, 10C/00)...10-12 A.2. 200C System (200C/400, 200C/00)...10-13 A.2.6 20C System (20C/400, 20C/00)...10-14 ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-i
B. CONSTRUCTION DETAILS SUPPORT STRUCTURE...10-1 B.1 Beams as Support Structure...10-1 B.1.1 Ultraband DELETED...10-1 B.1.2 Ultrashell...10-1 B.1.2.1 Typical 1200 Ultrashell Internal Band...10-1 B.1.2.2 Typical 1800 Ultrashell Band...10-1 B.1.2.3 Typical 1200 Ultrashell Edge Band (With Varying Shoring Wall)...10-16 B.1.2.4 Plan of Propping for Ultrashell Band System...10-16 B.1.2. Typical Elevation of Propping Ultrashell Band System...10-17 B.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 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 B.1.3.2 B.1.3.3 Insitu Edge Beam Support Detail...10-20 Typical Insitu Edge Band...10-21 Typical Insitu Internal Band...10-21 B.1.4 Post-Tensioning Conventionally Formed-No Dwg. at Present...10-22 B.1. Precast...10-22 B.1..1 Precast Edge Beam Support Detail...10-22 B.1..2 Precast Beam Support Detail...10-22 B.1..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...10-23 B.1.6.2 Steel Beam Support Detail with Shelf Angles...10-24 B.1.6.3 Steel Beam with Lateral Restraint...10-24 B.1.6.4 Composite Steel Beam...10-24 B.1.6. Internal Steelwork / Floor Interface Without Setdown...10-2 B.1.6.6 Back to Back Angle Support (No Setdown Soffit)...10-2 B.1.6.7 Combined Profile Steel Support Beam (Detail 1)...10-2 B.1.6.8 Combined Profile Steel Support Beam (Detail 2)...10-26 B.1.6.9 Steel Beam Step Detail...10-26 ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-ii
B.2 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. 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.2.1.1.1 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...10-3 B.2.1.1.18 Typical Wall & Beam Edge Detail Beams Parallel to Support...10-3 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
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. 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...10-4 B.2.4.1 Ritek...10-4 B.2.4.1.1 Ritek Perimeter Wall / Floor Interface with Beams Perpendicular to Wall...10-4 B.2.4.1.2 Ritek Perimeter Wall / Floor Interface with Beams Parallel to Wall...10-4 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. 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 Stepdown Greater than 0mm in Surface Using Extra Topping...10-48 C.2.1.2 Stepdown Detail Using Setdown Bay...10-49 C.2.1.3 Stepdown Using Different Topping Thickness...10-49 C.2.1.4 Stepdown By Reducing Topping Thickness...10-49 C.2.1. Stepdown by Setting Down Beams...10-0 C.2.1.6 Detail of Tiling Falls to Wet Area...10-0 C.3 External Stepdowns...10-1 C.3.1.1 Stepdown Detail Type A...10-1 C.3.1.2 Stepdown Detail Type B...10-1 C.3.1.3 Stepdown Detail Type C...10-1 C.3.1.4 Stepdown Detail Type D...10-2 C.3.1. Stepdown Detail Type E...10-2 C.3.1.6 Stepdown Detail Type F...10-2 C.3.1.7 Stepdown Detail Type G...10-3 C.3.1.8 Stepdown Detail Type H...10-3 C.3.1.9 Stepdown Detail Type J...10-3 C.3.1.10 Stepdown Detail Type K...10-4 ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-iv
C.4 Edge Details...10-4 C.4.1.1 Internal Downturn Edge Detail with Beams Parallel...10-4 C.4.1.2 Internal Downturn Edge Detail with Beams Perpendicular...10- C.4.1.3 External Downturn Edge Detail with Beams Perpendicular...10- C.4.1.4 CBE Edge Detail - DELETED...10- C.4.1. Typical Verandah Edge Detail...10-6 C.4.1.6 Typical Garage Entry Detail...10-6 C. Edgeboards No Dwg. at Present...10-7 C.6 Joints...10-7 C.6.1.1 Expansion Joint Detail...10-7 C.6.1.2 Expansion Joint Detail with Optional Dowel...10-7 C.6.1.3 Expansion Joint Detail for External Patios...10-8 C.6.1.4 Detail of Sawcut Over Support...10-8 C.7 Stairs...10-8 C.7.1.1 Typical Stair Connection Detail 1...10-8 C.7.1.2 Typical Stair Connection Detail 2...10-9 C.7.1.3 Typical Stair Connection Detail 3...10-9 C.7.1.4 Typical Stair Connection Detail 4...10-9 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...10-60 C.9.1.2 Stepdown Insitu Cantilever Detail with Beams Perpendicular...10-60 C.9.1.3 Hobbed Insitu Cantilever Detail with Beams Parallel...10-60 C.9.1.4 Hobbed Insitu Cantilever Detail with Beams Perpendicular...10-61 C.9.1. Insitu Cantilever Detail with Beams Parallel (Setdown Soffit)...10-61 C.9.1.6 Insitu Cantilever Detail with Beams Perpendicular (Setdown Soffit)...10-61 C.9.1.7 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
A. SYSTEM DETAILS A.1 Product Range A.1.1 Residential Beam Profiles 2 80 2 R8 10 30 3 70 130 0 10 118 130 A.1.1.1 130R Beam 2 80 2 10 7 3 R8 10 100 40 10 40 6 24 24 108 130 6 A.1.1.2 10R Beam ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-1
2 80 2 0 30 3 4 0 R8 10 70 170 110 130 A.1.1.3 170R Beam A.1.2 Commercial Beam Profiles 2 140 2 40 40 30 70 30 R8 70 0 10 130 10 40 40 6 170 190 A.1.2.1 130C Beam ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-2
2 200 2 10 40 7 3 R8 100 40 10 10 6 68 68 228 20 6 A.1.2.2 10C Beam 2 200 2 68 68 R8 10 12 200 10 40 40 EQ EQ EQ 10 6 136 228 20 6 A.1.2.3 200C Beam ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-3
2 200 2 68 68 3 90 7 R8 40 10 200 20 0 EQ EQ EQ 10 A.1.2.4 7 136 226 20 7 A.1.2. 20C Beam A.1.3 Commercial Low-Flange Beam Profiles 2 200 2 12 3 R8 60 40 200 100 40 EQU EQU EQU 10 136 7 240 7 20 A.1.3.1 200CL Beam (Low Flange) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-4
2 200 2 68 68 3 90 7 R8 40 60 10 20 0 EQ EQ EQ 10 7 136 226 20 7 A.1.3.2 20CL Beam (Low Flange) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-
A.1.4 Ultraband Beam Profiles - DELETED A.1. Ultrashell Profiles 10 140 300 30 140 2 140 3 1 20 300 140 100 90 10 R8 3 6 30 67. 67. 67. 67. 102. 13 120 13 210 13 120 13 102. 1 90 90 119 A.1..1 S1200/100 Ultrashell 140 300 30 300 140 140 2 140 20 20 10 90 60 10 R20 20 60 70 70 30 40 70 67. 67. 67. 67. 103 13 120 13 210 13 120 13 103 1 90 90 119 A.1..2 S1200/10 Ultrashell 140 300 30 300 140 140 2 140 20 200 90 110 10 R20 20 70 60 130 70 30 40 110 40 67. 67. 67. 67. 103 13 120 13 210 13 120 13 103 1 90 90 119 A.1..3 S1200/200 Ultrashell ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-6
140 300 30 300 140 140 2 140 20 20 90 160 10 R20 20 120 60 180 40 70 30 40 130 40 67. 67. 67. 67. 103 13 120 13 210 13 120 13 103 1 90 90 119 A.1..4 S1200/20 Ultrashell A.1.6 Ultralintels 110 40 30 40 40 80 A.1.6.1 80 Standard Lintel (110/80L) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-7
110 40 170 90 A.1.6.2 170 Standard Lintel (110/170L) 90 30 30 30 40 90 A.1.6.3 90 Modular Lintel (90/90L) 4 90 40 170 90 A.1.6.4 170 Modular Lintel (90/170L) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-8
A.2 Standard System Sections A.2.1 130R System (130R/400, 130R/00) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-9
A.2.2 130C System (130C/400, 130C/00) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-10
A.2.3 10R System (10R/400, 10R/00) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-11
A.2.4 10C System (10C/400, 10C/00) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-12
A.2. 200C System (200C/400, 200C/00) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-13
A.2.6 20C System (20C/400, 20C/00) ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-14
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 ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-1
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
B.1.2. 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
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
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
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
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
B.1.4 Post-Tensioning Conventionally Formed (No Dwg. at Present) B.1. Precast B.1..1 Precast Edge Beam Support Detail B.1..2 Precast Beam Support Detail ULTRAFLOOR TECHNICAL MANUAL September 2002 Edition Page 10-22
B.1..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
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
B.1.6. 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 10-2
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
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
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
B.2.1.1. 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
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