Architectural Detailing 2015 EDITION

Transcription

1 I Architectural Detailing 2015 EDITION

2 I I1 I2 I3 I4 Architectural Detailing Introduction Standard Details Standard Architectural Specifications BIM Software This chapter of the AFS Designer must be read in conjunction with all chapters of the AFS Designer. Important legal statements on inside back cover.

3 I I1 Architectural Detailing Disclaimer: This section of the AFS Designer is intended only by AFS to represent good building practice in achieving suitable architectural detailing of AFS LOGICWALL. This section is not intended in any way by AFS to represent all relevant information required on a project. It is the responsibility of those using, including but not limited to builders, designers, consultants and engineers, to ensure that is suitable for use on a project in relation to architectural design. All diagram, plans and illustrations used in this section including any reinforcement shown are included for indicative and diagrammatic purposes only. It is the responsibility of those using to ensure that reference is made to the structural engineer s details for all diagrammatic and reinforcement requirements. Introduction The architectural detailing and design of for building projects requires the services of professional consultants, such as architects and engineers. This chapter has been prepared to assist consultants in project documentation and outlines a range of typical details. Whilst examples of previously successful details are included throughout this chapter it does not replace the services of professional consultants nor is to be relied upon as a complete library of details as site conditions can vary from project to project. I2 Standard Details Note: 1 - Except as noted on the following details, materials and work required are not provided by AFS or the LOGICWALL installation contractor. 2 - All details in this chapter are diagrammatic only and not drawn to scale. Page I 2.0 Recommended Finishes Schedule 145 I 2.1 Slab Junctions I Horizontal Expressed Joint With Rebate in Slab Edge I Horizontal Expressed Joint With Flat Plate Slab Edge I Horizontal Joint With Cover Plate On Slab Edge I Horizontal 20mm Expressed Joint I Cavity Wall Detail Flat Slab I Edgeform at Floor/Slab Junction I Slab Junction HOB Detail I Edgeform At Floor/Slab Junction I External Wall/Slab Junction For Typical Raft Slab I Retaining Wall / Basement Wall Slab Junction I Retaining Wall / Basement Wall Footing Junction I Wall Slab Junction, Beam System Parallel To I Wall Slab Junction, Beam System Perpendicular to I Wall Slab Junction, Beam System Perpendicular to Façade Wall I Permanent Formwork, Junction To Façade Wall (i.e. Bondek or similar metal floor system) I Permanent Formwork, Junction To Internal (i.e. Bondek or similar metal floor system) I Step Floor/Stair Landing Detail I Wall Connections To Stair Mid Landing I 2.2 Post-tensioned Slabs I Post-tensioned Slab Detail I Post-tensioned Slab To (Internal) Wall I 2.3 Corners and Tee Junctions I Wall 90 Prefabricated Corner - Single Reinforcement Carriers I Wall 90 Prefabricated Corner Double Reinforcement Carriers - with L bars

4 I Wall 90º Prefabricated Corner - Double Reinforcement Carriers - with U bars I Squint Corner Detail for 135 Corners or Angle I Wall Tee Junction I 2.4 Panel Joints I Movement Joint I Fibre Cement Sheet Surface Joint I Double Height Wall Horizontal Joint I 2.5 Boundary Walls I Wall Adjacent to Existing Structure Flashing Detail I Unfinished Boundary Wall Flashing Detail I Safety Balustrade / Boundary Wall Detail I 2.6 Junctions with Other Wall Types I Wall/ Plasterboard Wall Junction I Wall/ Double Brick Junction I Wall/ Brick Veneer Junction I Brick Veneer Facade over I 2.7 Doors, Windows & Openings I Fire Door Frames - Option I Fire Door Frames - Option I Non-Fire Rated Door Frames I Commercial Window Section I Rebate Window I Typical Opening In Wall I 2.8 Cast In Elements I Cast In Lift Rails I Services I 2.9 Balcony Walls I Balustrade Wall I Balcony Dividing Wall I Balcony Wall Detail Without HOB I Balcony Wall Detail With HOB I 2.10 Timber Component Connections I Wall/ Timber Floor Junction I Wall/ Timber Top Plate Connection I 2.11 Blade Walls I Blade Wall Detail I 2.12 Acoustic & Thermal Details I External Wall with Foil Board I Separating Wall Wet Area/Living Area or Wet to Wet Area

5 I2.0 Recommended Finishes Schedule Amend to suit Project EXTERNAL Location System LOGICWALL Requirements Panel Joints Finishing System(1) Marine, Coastal(2) Refer AS3600 External Flush Set Refer Façade Consultant Near Coastal (1 to 50 km) F c 40 Mpa minimum Central reinforcement only All external fitting, fixtures, render strips to be UPVC or Stainless. External Flush Set Dulux AcraTex High Build System, Duspec AC1202 Issue 4. Dulux Material Warranty (Project Specific) 10year applicable on approved systems incorporating (2) final Weatherproofing AcraShield or AcraSkin Topcoat. 10 year applicableon approved systems incorporating (1) final Weatherproofing AcraShield or AcraSkin Topcoat. Inland Tropical Standard AFS LOGICWALL External Flush Set DULUX Acratex - W&W Interior Finish System. Issue 1.1 INTERNAL Location System LOGICWALL Requirements Panel Joints Finishing System(1) DULUX Interior Standard AFS LOGICWALL Internal Flush Set DULUX Acratex - W&W Interior Finish System. Issue 1.1 System 1 - Joint Setting Only Standard AFS LOGICWALL Internal Flush Set not used System 2 - Joint Setting and Skim Coating Standard AFS LOGICWALL Internal Flush Set Method 1 -Spray applied thin Gyprock Total Joint Cement Method 2 - Roller applied thin Gyprock Total Joint Cement System 3 - Over Sheeting Standard AFS LOGICWALL Internal Flush Set Method 1 - Direct Stick Plasterboard finish to Architectural Specification Method 2 - Batten and sheet finish to Architectural Specification (1) Refer AFS Data Manual for Details and specifications for finishes. (2) All external fixtures, fixings, moldings etc in Coastal or Marine Environments AS2312 Classification D or greater to be UPVC or Stainless. Note: All external steel fixtures, fixings, mouldings to be galvanized. 145

6 I2.1 Slab Junction Details I Horizontal Expressed Joint With Rebate in Slab Edge EXTERNAL 1. The horizontal joint is recessed on site 2. Joint is taped and set with external coating system by external coating applicator. Refer to detail I The 20mm PVC render mould section is applied to the joint (by external coating applicator). Refer to detail I Trowel on acrylic render and waterproof membrane is applied to the entire wall surface area (by external coating applicator) EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). Wall to slab cold joint 20mm Vertical and horizontal reinforcement to engineer s details INTERNAL Two continuous beads of sealant under floor track on all external walls and internal separation walls by installation contractor Paintable waterproofing membrane Set down in slab as detailed by structural engineer Concrete floor slab to engineers details Steel clinching angle and AFS LOGICWALL frame within slab zone. (Can be removed onsite where required). 146

7 I Horizontal Expressed Joint With Flat Plate Slab Edge EXTERNAL INTERNAL 1. The horizontal joint is recessed on site 2. Joint is taped and set with external water proofing membrane by external coating applicator Refer to detail I The 20mm PVC render mould section is applied to the joint (by external coating applicator) Refer to detail I External Finishes to project specification (Refer recommended finishes schedule) Vertical and horizontal reinforcement to engineer s details Two continuous beads of sealant under floor track on all external walls and internal separation walls by installation contractor Paintable waterproofing membrane Concrete floor slab to engineer s details Steel clinching angle and AFS LOGICWALL frame within slab zone. (Can be removed on site where required). Wall to slab cold joint 147

8 I Horizontal Joint With Cover Plate On Slab Edge EXTERNAL Vertical and horizontal reinforcement to engineer s details INTERNAL Sealant 9mm CFC cover strip or equivalent Two continuous beads of sealant under floor track on all external walls and internal separation walls by installation contractor Flashing Concrete floor slab to engineer s details Steel clinching angle and AFS LOGICWALL frame within slab zone (Can be removed onsite where required). Concrete wall to slab cold joint Internal applied finishes EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). 148

9 I Horizontal 20mm Expressed Joint EXTERNAL Horizontal joint is recessed on site Setting and waterproofing of joint to take place prior to application of the 20mm PVC render mould 20mm The 20mm PVC render mould section is applied to the joint (by external coating applicator, see insert below) Trowel on acrylic render and waterproof membrane is applied to the entire wall surface area (by external coating applicator) EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). 20mm PVC render mould 2mm 25mm 70mm 20mm 25mm 3 20/9/11 149

10 I Cavity Wall Detail Flat Slab EXTERNAL INTERNAL Vertical and horizontal reinforcement to engineer s details Plasterboard sheeting Two continuous beads of sealant under floor track on all external walls and internal separation walls by installation contractor Paintable waterproofing membrane Preformed hob system membraned cavity Flashing 9mm CFC cover strip or equivalent Concrete floor slab to engineering details Steer clinching angle and frame within slab zone (Can be removed onsite where required). Sealant Concrete wall to slab cold joint External finishes to project s specification (Refer Recommended Finishes Schedule). 3 20/9/11 150

11 I Edgeform at Floor/Slab Junction External sheeting shop drawn to top of slab level or slab rebate level (can be trimmed to site tolerances as required). Maximum unsupported edgeform height is 200mm. For edgeform over 200mm, extra form work support is required Vertical and horizontal reinforcement to engineer s details Concrete floor slab to engingeer s details Steel clinching angle and frame within slab zone (Can be removed on site where required). Concrete wall to slab cold joint Internal sheeting shop drawn to soffit level (can be trimmed to site tolerances as required). Internal applied finishes 151

12 I Slab Junction HOB Detail EXTERNAL INTERNAL 152

13 I Edgeform At Floor/Slab Junction EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). EXTERNAL INTERNAL 153

14 I External Wall/Slab Junction For Typical Raft Slab EXTERNAL Detail #6 External wall/slab Junction for Typical Raft Slab (domestic application) INTERNAL External finishes to project s specification (Refer Recommended Finishes Schedule). Vertical and horizontal reinforcement to engineers details, Two continuous beads of sealant under floor track on all external walls and internal separation walls by installation contractor punched floor track Paintable waterproofing membrane Void grout filled, Set down in slab as detailed by structural engineer Flashing This horizontal joint can be treated using the banding strip or the membrane detail, as outlined in earlier details - dependent on the natural ground level Concrete floor slab to engineer s details Edge beam to engineer s details Soil 154

15 I Architectural D Detail #7 #7 Detail #7 Detail #7 I Retaining Wall / Basement Wall Slab Junction AFS AFS Retaining Wall Wall Slab Slab Junction AFS Retaining Option Wall AFS Option Slab Retaining A Junction A Wall thickness Wall to Slab project Junction specifications Option A Option A I I AFS Retaining Retaining Wall Wall / Basement / Basement Wall Wall Slab Slab Junction Junction I I Retaining Wall / Basement Retaining Wall Slab Wall AFS Junction / Basement LOGICWALL Wall Slab Junction Maximum depth of fill to engineers detail Backfilled to engineers requirements Option A Vertical and horizontal reinforcement to engineer s Wall thickness Wall thickness details to project to project Wall specifications thickness specifications to project Wall thickness to project specifications Typical waterproofing specifications membrane applied to wall, overlaid with coreflute as approved Backfilled Backfilled to to Backfilled engineers engineers to engineers requirements requirements requirements Vertical Starter Vertical bars and horizontal 600mm and horizontal min. Vertical reinforcement into and wall reinforcement horizontal panel to to project to Vertical and horizontal reinforcement engineer s engineers engineer s to details details reinforcement to engineer s details engineer s details Flashing at slab level Backfilled to Typical Typical waterproofing waterproofing engineers Typical membrane waterproofing membrane applied applied to to Polyurethane sealant placed Typical under waterproofing AFS floor requirements membrane wall, overlaid wall, applied overlaid with to with track, prior to fixing. (Optional membrane floor track applied refer to wall, coreflute overlaid coreflute with as approved as approved to engineers specifications) wall, overlaid with coreflute as approved coreflute as approved Starter Starter bars 600mm bars 600mm min. min. Starter into bars wall into 600mm panel wall panel to min. project to project Concrete slab Starter and edge bars 600mm min. into wall engineers panel engineers details to project details beam to engineer s into wall panel to project engineers details Flashing Flashing at slab details engineers details at level slab level Flashing at slab level Flashing at slab level Polyurethane Polyurethane sealant sealant placed placed under under AFS floor AFS floor Polyurethane track, track, prior sealant to prior fixing. placed to fixing. (Optional under Polyurethane (Optional floor AFS floor track floor sealant refer track refer placed under AFS floor track, to prior engineers to to engineers fixing. (Optional specifications) track, floor track prior refer to fixing. (Optional floor track refer to engineers specifications) to engineers specifications) Concrete Concrete slab and slab edge and edge * Alternatively Basement Walls can be constructed using REDIWALL, another product by AFS. Concrete beam slab beam to engineer s and to edge engineer s Concrete slab and edge beam details to engineer s details beam to engineer s details details Draft v10 30/4/12 * Alternatively * Alternatively Basement Basement Walls Walls can be can constructed be constructed using using REDIWALL, REDIWALL, another another product product by AFS. by AFS. * Alternatively Basement Walls * can Alternatively be constructed Basement using Walls REDIWALL, can be constructed another product using by REDIWALL, AFS. another product by AFS. 150 Draft v10 30/4/12 Draft v10 30/4/12 DESIGNER Draft v /4/12 WALLING SOLUTIONS DESIGNER WALLING SOLUTIONS

16 Detail Detail #8 #8 AFS Retaining Wall Slab Junction AFS Retaining Wall Slab Option Junction B Option B I Retaining Wall / Basement Wall Footing Junction I Retaining Wall / Basement Wall Footing Junction Maximum depth of fill to engineers detail Backfilled to engineers requirements Backfilled to engineers requirements Wall thickness to project Wall thickness to project specifications specifications Vertical and horizontal reinforcement to engineer s details details Typical waterproofing membrane applied to wall, overlaid with coreflute as approved Vertical and horizontal reinforcement to engineer s Typical waterproofing membrane applied to wall, overlaid with coreflute as approved Starter bars 600mm Starter bars 600mm min. into wall panel to min. into wall panel to engineers details engineers details Flashing at slab level Flashing at slab level Polyurethane sealant placed under AFS floor Polyurethane sealant placed track, under prior to AFS fixing. floor (Optional floor track refer track, prior to fixing. (Optional to engineers floor track specifications) refer to engineers specifications) Floor slab to engineer s details Floor slab to engineer s details Footing to engineer s details Footing to engineer s details * Alternatively Basement Walls can be constructed using REDIWALL, another product by AFS. * Alternatively Basement Walls can be constructed using REDIWALL, another product by AFS. Draft v10 30/4/ WALLING SOLUTIONS DESIGNER 2012

17 I Wall Slab Junction, Beam System Parallel To INTERNAL EXTERNAL Vertical and horizontal reinforcement to engineer s details Horizontal joint can be treated with any of the options from the horizontal joint details Beam system Dimension as specified Reinforcement to engineer s details steel frame in slab zone to be cut out on site if required External finishes to project s specification (Refer Recommended Finishes Schedule). 157

18 Detail #38 I Wall Slab Junction, Beam System Perpendicular to Wall slab Junction, Beam System Perpendicular to AFS Wall Vertical and horizontal reinforcement to engineer s details Slab reinforcement to engineer s details Slab beam system Beam bearing on walls, to engineer s details 158

19 Detail #45 I Wall Slab Junction, Beam System Perpendicular to Façade Wall Wall slab Junction, Beam System Perpendicular to AFS Facade Wall EXTERNAL Vertical and horizontal reinforcement to engineer s details Slab reinforcement to engineer s details Slab beam system Horizontal joint can be treated with any of the options from the horizontal joint details Beam bearing on walls, to engineer s details 159

20 Detail #40 I Permanent Formwork, Junction To Façade Wall (i.e. Bondek or similar metal floor system) Permanent Formwork, Junction to AFS Facade Wall (i.e. Bondeck or Similar Metal Floor Systems) EXTERNAL Vertical and horizontal reinforcement to engineer s details Horizontal joint can be treated with any of the options from the horizontal joint details Bondek Bondek bearing on walls to engineer s details Tek screw each panel Reinforcing bars to engineer s details steel studs in slab zone, to be cut out on site if required 160

21 I Permanent Formwork, Junction To Internal (i.e. Bondek or similar metal floor system) Concrete floor slab, to engineer s details Bondek Angle screwed to top of to support Bondek to engineer s details 161

22 I Step Floor/Stair Landing Wall thickness to project specifications For edgeform detail refer to chapter J, fig J5.1.4 for joint finishing Concrete floor slab to engineer s details Concrete wall to slab cold joint Formwork Intermediate concrete slab Horizontal and vertical reinforcing to project engineer s specifications Formwork Starter bars to intermediate slab, as specified by engineer. (FC sheeting can be removed on site as specified by the engineer s detail) NOTE: Consult AFS technical representative before specifying this detail. 162

23 Detail #30 I Wall Connections To Stair Mid Landing AFS Wall Connection to Stair mid landing Starter bars to stair landing slab, as specified by engineer. (FC sheeting can be removed on site as required by engineers details) Fire escape stair mid landing, to engineer s details Horizontal and vertical reinforcement to structural engineer s details Formwork 163

24 I 2.2 Post-tensioned Slabs Detail #9 I Post-tensioned Detail AFS Post Tension Detail Vertical and horizontal reinforcement to engineer s details Joint treatment as per details I2.1.1 to I2.1.4 Two continuous beads of sealant under floor track on all external walls and internal separation walls by AFS LOGICWALL installation contractor Paintable waterproofing membrane Alternative PT floor plan option (as specified by structural design) Tensioning cable Concrete floor slab to engineer s details Slip joint required to structural engineer s details 50mm PVC sleeve over starter bars in slab zone (grouted after initial tension) Steel clinching angle and framewithin slab zone (Can be removed onsite where required). 164

25 Detail #35 I Post-tensioned Slab To (Internal) Wall Post Tensioned Slab to AFS Internal Wall Vertical and horizontal reinforcement to engineer s details Post tensioning duct ø50mm sleeve to be filled with non shrink grout after post-tensioning Slip joint required to structural engineer s details 165

26 I 2.3 Corners and Tee Junctions I Wall 90 Prefabricated Corner - Single Reinforcement Carriers (AFS120, 150, 162, 200) INTERNAL EXTERNAL Factory installed corner bars as per engineer s specifications Note: Alternative hook bar reinforcing can be adopted to engineer s specifications. Horizontal bar lap to engineer s details 90º (+-8º) Refer to chapters E, F & J for finishing options. Maximum dimension 750mm External finishes to project s specification (Refer Recommended Finishes Schedule). Penetration for horizontal bar placement performed on site 166

27 I Wall 90 Prefabricated Corner Double Reinforcement Carriers - with "L" bars (AFS200D, 262D) Factory installed corner bars as per engineers specifications NOTE: Alternative hook bar reinforcing can be adopted to engineer s specifications 90º (+-8º) Refer to chapters E, F and J for finishing options Maximum Dimension 750mm 167

28 I Wall 90 Prefabricated Corner Double Reinforcement Carriers - with "U"bars (AFS200D, 262D) INTERNAL EXTERNAL AFS Factory Factory installed installed corner corner U-bars U-bars as per as engineers per engineers specifications 90º (+-8º) 90º (+-8º) Refer Refer to chapters to chapters E, F and E, F J and for J for finishing finishing options options Maximum Maximum Dimension Dimension 750mm 750mm External finishes to project s specification (Refer Recommended Finishes Schedule). 168

29 I Squint Corner Detail for 135 Corners or Angle Horizontal and vertical reinforcing steel to structural engineers design supplied by builder lap only, no cog Temporary galvanised angle. Remove after concrete pour Ends of the lining trimmed to suit dimension required by insallation contractor Refer to chapters E, F and J for finishing options Temporary galvanised angle. Remove after concrete pour 169

30 I Wall Tee Junction LOGICWALL supplied with supplied vertical with joints vertical recessed. joints recessed. Flushed on Flushed site on site Joiner Stud Tee Junction Stud fixed to wall face at 450mm centres Fibre cement removed from each hole in stud stud (performed on site) Horizontal and vertical reinforcing to structural engineer s details 170

31 I 2.4 Panel Joints I Movement Joint (Installed where nominated by project engineer - must be clearly documented on drawings. Typically not required in walls less than 16m in length.) EXTERNAL Backing strip and fire rated sealant EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). Prefabricated endcap stud site installed by installation contractor INTERNAL NOTE: Can be dowel jointed if required structurally. Must be clearly specified and negotiated with installers at time of tender 171

32 I Fibre Cement Sheet Surface Joint (Vertical) EXTERNAL INTERNAL Cut for expansion joint after setting is complete (2-4mm wide through depth of fibre cement sheet). Fill groove with flexible sealant Joint taped and set in accordance with manufacturer s specifications NOTE: EXTERNAL Locations FINISHES for TO sheet PROJECT S SPECIFICATION surface joints are to be (REFER RECOMMENDED nominated FINISHES SCHEDULE). by project consultants and are required every 6 metres nominally 172

33 I Double Height Wall Horizontal Joint EXTERNAL Recess for flushing horizontal joint, to be ground on site mm Panel A Panel B EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). Vertical and horizontal reinforcement bars as specified by project engineer s details track member fixed to concrete in panel A, to take panel B (performed on site by installation contractor) NOTE: Issues regarding access, lifting and bracing need to be considered when specifying this detail INTERNAL 173

34 I 2.5 Boundary Walls I Wall Adjacent To Existing Structure Flashing Detail EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). Vertical and horizontal reinforcement bars as specified by project engineer s details External acrylic render system Cut thought fibre cement sheeting and treat cut area with suitable waterproofing membrane after installing flashing Waterproofing sealant Flashings INTERNAL EXTERNAL 174

35 I Unfinished Covered Boundary Wall Flashing Detail Vertical and horizontal reinforcement to engineers details Continuous bead of structural adhesive by installation contractor Two continuous beads of sealant under floor track on all external walls and internal separation walls by installation contractor Flashing Concrete floor slab to engineer s details Steel clinching angle and frame within slab zone. (Can be removed onsite where required). Concrete wall to slab cold joint This detail only applies where waterproof flashing to adjacent building is not achievable as per detail I THIS DETAIL ONLY APPLIES WHERE WATERPROOF FLASHING IS NOT ACHIEVABLE AS PER DETAIL I2.5.1 Draft v6 29/11/11 175

36 I Safety Balustrade / Boundary Wall Detail Detail #49 LOGICWALL Balustrade/ Boundary Wall Detail panel Formwork studs extend 40mm to locate panel above Wall Brace Concrete pour 3 Tape and set external joint Concrete floor slab to engineer s details 1000mm Horizontal and vertical L bar reinforcing to project engineers specifications Concrete pour 2 Formwork Cut out fibre cement board on site. Starter bars to intermediate slab, as specified by engineer, supplied by builder Concrete pour 1 176

37 I 2.6 Junctions with Other Wall Types I /Plasterboard Wall Junction Stud, track and plasterboard Wall fixing to architect s specification Site installed end cap Paintable sealant, Setting L Bead, Plasterboard, Plaster set, 177

38 I /Double Brick Junction If brickwork is external or wet area, seal the fibre cement/concrete with paintable water proof membrane prior to laying of bricks or application of any finishes. Ensure product used is compatible with specified finishes Set L bead Site installed end stud Brick ties fixed to AFS LOGICWALL using masonry nails or other suitable fixin as specified. Paintable sealant Waterproof end of AFS LOGICWALL with suitable membrane. Paint prior to laying of brick walls White set cement render or plasterboard 178

39 I /Brick Veneer Junction Set L bead Studs fixed to using masonry nails or other appropriate fixings as specified Site installed end stud Brick ties fixed to AFS LOGICWALL wall using masonry walls or other suitable fixings as specified Paintable sealant Waterproof end of wall with suitable membrane. Paint prior to laying of brick walls Studs, track and Plasterboard Brickwork 179

40 I Brick Veneer Facade Over Foil board insulation placed over brick ties if specified Flush set and paint or overclad as per finishing options set out in Chapter E Brick Brick ties Water proofing of slab set down as per architects specifications 180

41 I 2.7 Doors, Windows & Openings I Fire Door Frames - Manufactured to suit Profile - Option 1 Door frame glued and screwed to inside of panel at 400mm Centres OPTION 1 Use L Bead and flush set to create Shadow Line Throat size of door frame to match internal dimension of Door frame is core filled during the core filling of Horizontal and vertical reinforcement to structural engineers specifications OPTION 2 Flush set sheet recess to fire door frame Metal straps at 1m centres (vertically inside the frame) by frame manufacturer Note: Fire door frame to be braced on site to prevent movement/twisting during concrete corefilling. 181

42 I Alternative Fire Door Frames - Manufacured to suit Profile - Option 2 Temporarily screw fixed prior to pour Site installed end stud Door frame is core filled during the core filling of Horizontal and vertical reinforcement to structural engineers specifications by others Throat size of door frame to match Metal straps at 1m centres (vertically inside the frame) by frame manufacturer Note: Fire door frame to be braced on site to prevent movement/twisting during concrete corefilling. 182

43 I Alternative Non-Fire Rated Door Frames Site installed end stud by installation contractor Set flush to panel face for clean finish, by others Screw fix end cap at 200mm centres prior to filling To suit Perforated sides 35mm to 100mm 35mm to 41mm All door frame components are supplied and installed by others Note: Door frame to be braced on site to prevent movement/twisting during concrete corefill. 183

44 I Commercial Window Section Extra reinforcing bars above and below opening - as per project engineer s specification supplied Prefabricated end cap section installed on site to head & stile Fibre cement sheet Seal the vertical and horizontal fibre cement/concrete window surrounds with paintable water proof membrane prior to fitting of subframe or application of any finishes, by others. Ensure product used is compatible with specified finishes Subsill 184

45 I Rebated Window Section 185

46 I Opening In Wall Extra reinforcing bars above and below opening - As per project engineers specification Prefabricated end cap section to be installed on site to head and stile panels Fibre cement External acrylic render applied finishes as detailed in chapters F and J. Seal the vertical and horizontal fibre cement/concrete window surrounds with paintable water proof membrane prior to fitting of subframe or application of any finishes, by others. Ensure product used is compatible with specified finishes Trowel finish concrete, to be water proofed prior to window installation 186

47 I 2.8 Cast In Elements I Cast In Lift Rails on installation contractor 187

48 I Services Detail #25 Services Detail Slab Zone Suspended Ceiling Zone Locate in slab zone or ceiling void, by others Electrical conduit as per specification by others Temporary screw to secure conduit in box, by others Gas bayonet as specified Face plate box temporarily secured by render plate during concrete pour, by others 188

49 I 2.9 Balcony Walls I Balustrade Wall Detail #31 Balcony Wall Detail Trowel finished concrete Balcony upstand and slab are water proofed as specified Top of wall balustrade panel is waterproofed and texture coated, over PVC render angles to suppliers specifications Balcony slab to engineers details Tiles on balcony including skirting tile Line of first pour Formwork Recess and bead seal to stop water penetration Fillet for drip groove Reinforcement as detailed by project engineer Temporary conventional bracing 189

50 I Balcony Dividing Wall Vertical and horizontal reinforcement to engineer s details Waterproof membrane both sides as specified Tiles Two continuous beads of sealant under floor track on all external walls and internal separation walls by installation contractor Paintable waterproofing membrane Concrete slab, to engineer s details 190

51 I Balcony Wall Detail Without HOB EXTERNAL EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). 191

52 I Balcony Wall Detail With HOB EXTERNAL EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). 192

53 I 2.10 Timber Component Connections I Wall Timber Floor Junction Approved masonry anchor fixing to engineer s specification Timber floor system, to engineer s details Triple grip fixing, by others Horizontal timber bearer to engineer s specification 193

54 I Timber Top Plate Connection 194

55 I 2.11 Blade Walls I Blade Wall Fibre cement Prefabricated endcap stud installed on site PVC 90º setting beads Applied finishes EXTERNAL FINISHES TO PROJECT S SPECIFICATION (REFER RECOMMENDED FINISHES SCHEDULE). Horizontal and vertical reinforcing to structural engineer s details 195

56 I 2.12 Acoustic & Thermal Details I External Wall with Foil Board Battens (Beta-Fix) wall clip EXTERNAL INTERNAL Plasterboard External finishes to project specifications (Refer recommended finishes schedule) Foil Board/insulation 196

57 I Separating Wall Wet Area/Living Area or Wet to Wet Area where plumbing services are to be installed Discontinuous Steel or timber lightweight stud wall WET AREA LIVING AREA Wet area cladding sheet Waterproofing as specified Concrete floor slab to engineer s details 197

58 I3 Architects Standard Notes Whilst architectural requirements vary from project to project the architectural specifications may be similar. The following Architectural Standard Notes can be adopted and used across most projects incorporating. A NATSPEC 0310p " In Concrete Combined" specification is also available. ARCHITECTS STANDARD NOTES 198

59 I3 Standard Architectural Notes continued 199

60 I3 Standard Architectural Notes continued 200

61 I4 BIM Software BIM (Building Information Modeling) has gained acceptance in recent years and is used for the design of many buildings today. There is a range of BIM software packages now available on the market, each providing consultants and building designers flexibility and ease of design. Whilst there have been some basic modeling programs available in the past, recent technical advancements have allowed the introduction of more advanced BIM Software programs, such as Revit and Archicad, which are more versatile and allow designers, architects and engineers to build their projects on the screen as a comprehensive 3D model. These models provide consultants with a detailed view of the scope of their projects whilst providing subcontractors, tenderers and clients a complete 3D overview of their scope of works, as they embody significant amounts of project information. To assist with the design and documentation of AFS LOGICWALL walls, AFS provide a complete package of standard details, library parts/ objects, wall families and 3D model components in the following file types: Revit ArchiCad DWG PDF (Standard Details) 201

62 I Notes 202

63 I Legal Statements IMPORTANT LEGAL STATEMENTS Reasonable efforts have been made to ensure the accuracy of this publication; however, any information and data contained herein is subject to change without notice. To ensure the information you are using is correct, AFS recommends you review the latest technical information available on the AFS website or alternatively call to speak to a Technical Representative. The AFS logo and LOGICWALL mark are registered trade marks AFS Systems Pty Ltd. No part of this publication may be reproduced in any form or by any means without prior written permission from AFS Systems Pty Ltd. All rights reserved. DISCLAIMER 1. This technical manual named AFS Designer together with the design tables and associated information related to has been prepared by AFS to assist design professionals using AFS LOGICWALL including without limitation, developers, builders, engineers, architects or quantity surveyors with the design of structural walls. 2. It is the responsibility of the user to ensure that the use of this manual is appropriate and to exercise their own judgment when using this manual. 3. AFS does not accept any responsibility (whether for negligence or otherwise) for any consequence arising from the use or application of this manual. 4. The design and engineering of the structure of any building using should only be undertaken by suitability qualified and experienced design professionals, engineers or consultants. 5. The full responsibility for the design, engineering and structural design, and certification of compliance with all relevant Australian Standards, BCA and any other statutory requirements at Local, State and Federal levels rest with the design professional, project engineer or project consultants including but not limited to the design engineer, acoustic consultant, energy efficiency consultant, fire engineer and any of their officers, employees, delegates, partners, agents and service providers of any nature. 6. AFS reserves the right to change the specifications of this manual without notice. 7. Please check with AFS that you have the latest version as the manual may be updated from time to time and certain details may change. 8. This disclaimer applies to the extent permitted by law. DEFINITIONS The use of the terms and Walls throughout the AFS Designer are as follows; : Refers to panels as permanent formwork prior to being installed & corefilled with concrete. Walls: Refers to walls installed with concrete corefill incorporated. W

64 Distributed by: AFS SYSTEMS PTY LTD PO Box 234, Minto NSW Airds Road, Minto NSW 2566 Phone: Web: ABN IMPORTANT LEGAL INFORMATION Reasonable efforts have been made to ensure the accuracy of this publication; however, any information and data contained herein is subject to change without notice. To ensure the information you are using is correct, AFS recommends you review the latest technical information available on the AFS website or alternatively call to speak to a Technical Representative. The AFS logo and LOGICWALL mark are registered trade marks AFS Systems Pty Ltd. No part of this publication may be reproduced in any form or by any means without prior written permission from AFS Systems Pty Ltd. All rights reserved.