Technical & Installation Manual - Beal · Technical & Installation Manual Product Description and Construction Details March 2016 V2.1 Office: 0800 484 552 or 03-313 3672 E-Mail:

Technical & Installation Manual

Product Description and Construction Details

March 2016

V2.1

Office: 0800 484 552 or 03-313 3672 E-Mail: [email protected]

Web Site: www.villagestonechristchurch.co.nz

VILLAGE STONE Technical Manual v2.1 Page 2 of 38

Table of Contents

1. GENERAL DESCRIPTION ................................................................................................... 4

2. SCOPE OF USE & LIMITATIONS ........................................................................................ 4

2.1. SCOPE OF USE ........................................................................................................................................ 4

2.2 LIMITATIONS .......................................................................................................................................... 4

3. COMPLIANCE WITH THE BUILDING CODE ......................................................................... 5

3.1. NZBC COMPLIANCE ................................................................................................................................ 5

3.2. B1 STRUCTURE ....................................................................................................................................... 5

3.3. B2 DURABILITY ....................................................................................................................................... 5

3.4. E2 EXTERNAL MOISTURE ........................................................................................................................ 5

3.5. F2 HAZARDOUS BUILDING MATERIALS .................................................................................................. 5

4. LIST OF SPECIFIED COMPONENTS .................................................................................... 6

5. MAINTENANCE AND WARRANTY ..................................................................................... 6

5.1. MAINTENANCE ....................................................................................................................................... 6

5.2. WARRANTY ............................................................................................................................................. 7

6. CONSTRUCTION DETAILS AND DRAWINGS ....................................................................... 7

6.1. FRAMING & FRAME PROTECTION REQUIREMENTS ............................................................................... 7

6.2. CONSTRUCTION GUIDANCE ................................................................................................................... 7 6.2.1. Installation Checklist: ................................................................................................................ 7 6.2.2. Stone Veneer Cladding System Installation: ............................................................................. 7 6.2.3. Installer’s Requirements ........................................................................................................... 8

6.3. CONSTRUCTION DRAWINGS .................................................................................................................. 8

7. QUALITY MANAGEMENT ................................................................................................. 8

7.1. BUILDING PRODUCT QUALITY PLAN ...................................................................................................... 8

8. ONSITE CHECKLISTS of the VILLAGE STONE CLADDING SYSTEM ........................................ 9

APPENDIX A – CONSTRUCTION DRAWINGS............................................................................... 12

DWG – 01 WINDOW HEAD DETAIL ..................................................................................................................... 13

DWG – 02 WINDOW SILL DETAIL ........................................................................................................................ 14

DWG – 03 WINDOW JAMB DETAIL ..................................................................................................................... 15

DWG – 04 PLAN VIEW OF EXTERNAL CORNER ................................................................................................... 16

DWG – 05 PLAN VIEW OF INTERNAL CORNER .................................................................................................... 17

DWG – 06 SLAB EDGE DETAIL ............................................................................................................................. 18

DWG – 07 REBATED SLAB EDGE DETAIL ............................................................................................................. 19

DWG – 08 SOFFIT DETAIL ................................................................................................................................... 20

DWG – 09 SLOPING SOFFIT DETAIL .................................................................................................................... 21


DWG – 10 TRANSVERSE APRON DETAIL ............................................................................................................. 22

DWG – 11 PARALLEL APRON DETAIL .................................................................................................................. 23

DWG – 12 PARAPET/BALUSTRADE DETAIL ......................................................................................................... 24

DWG – 13 HORIZONTAL CONTROL JOINT........................................................................................................... 25

DWG – 14 PLAN VIEW OF VERTICAL CONTROL JOINT DETAIL ............................................................................ 26

DWG – 15 METERBOX DETAIL ............................................................................................................................ 27

DWG – 16 PENETRATION DETAIL ....................................................................................................................... 28

DWG – 17 HORIZONTAL JOINT WITH ALTERNATIVE CLADDING ........................................................................ 29

DWG – 18 PLAN VIEW OF VERTICAL JOINT WITH ALTERNATIVE CLADDING ...................................................... 30

DWG – 19 PLAN VIEW OF EXTERNAL CORNER JOINT WITH ALTERNATIVE CLADDING ...................................... 31

DWG – 20 PLAN VIEW OF INTERNAL CORNER JOINT WITH ALTERNATIVE CLADDING ....................................... 32

DWG – 21 PLAN VIEW OF COLUMN DETAIL ....................................................................................................... 33

DWG – 22 COLUMN BASE DETAIL ...................................................................................................................... 34

DWG – 23 HALF COLUMN DETAIL ...................................................................................................................... 35

DWG – 24 HALF COLUMN CAPPING DETAIL ....................................................................................................... 36

DWG – 25 WINDOW HEAD 3D SEQUENCE ......................................................................................................... 37

DWG – 26 WINDOW SILL 3D SEQUENCE ............................................................................................................ 38


1. GENERAL DESCRIPTION

The VILLAGE STONE stone veneer cladding system is an exterior wall cladding utilizing a thin stone “veneer” adhered to a BGC Stonesheet™ backing board, attached over battens to the framing, that provides an attractive, medium to heavy weight, highly durable cladding solution perfectly suited to the needs of residential housing and light commercial buildings. This technical manual outlines the typical installation and details of the VILLAGE STONE stone veneer cladding system. If specifiers require additional or modified details, please contact VILLAGE STONE. The VILLAGE STONE stone veneer cladding system utilises 20mm to 50mm thick manufactured stone ‘pieces’ or set size stone ‘sections’ which are adhered to a backing board especially suited for this type of exterior cladding. Typical properties of ‘Village Stone’ stone pieces –

Sizes 20mm to 45mm thick

Dry Density *520kg/m³

Mass/m² Ranges from 50-80kg/m² depending on style of stone

Water Absorption 1.2% after 24 hours for natural stone veneer, 6.96% after 24 hours for manufactured stone veneer (w/w)

Wind Zone Village Stone stone veneer cladding system can be used in up to and including Extra High wind zones as defined in NZS 3604:2011

*note: the information is supplied by the manufacturer.

2. SCOPE OF USE & L IMITATIONS

2 . 1 . S C O P E O F U S E

The VILLAGE STONE stone veneer cladding system is intended to be used as a masonry veneer cladding installed over cavity battens and a frame protection system, installed over treated timber framing or light gauge galvanised steel framing, for residential and light commercial construction, in wind zones up to and including ‘Extra High’. Timber framing shall be constructed as per NZS 3604 and light gauge steel framing constructed as per NASH3405.

2 . 2 L I M I T A T I O N S

The VILLAGE STONE stone veneer cladding system is required to be designed and installed according to the details and drawings described in this technical and installation manual, by VILLAGE STONE trained and or approved contractors. BGC Stonesheet™ backing boards are a fibre-cement based product and dust produced when cutting or grinding them contains crystalline silica, that is irritating to the eyes, skin and respiratory system. Inhalation of this dust can cause irreversible damage to health. Wear suitable protective


clothing and gloves at all times. When cutting, drilling or grinding do so in an open air environment or areas that are well ventilated and wear approved safety glasses and dust mask. All aspects of cutting, drilling or grinding must comply with the latest regulations of the Occupational Safety and Health division of the labour department. The adhesive components shall be stored on site and kept covered & free of dampness until required. Care should be taken to limit damage to the packaging when handling.

3. COMPLIANCE WITH THE BUILDING C ODE

3.1. N Z B C C O M P L I A N C E The VILLAGE STONE stone veneer cladding system complies with the following clauses of the New Zealand Building Code: B1 - Structure B2 - Durability E2 - External Moisture F2 - Hazardous Building Materials

3 . 2 . B 1 S T R U C T U R E

The VILLAGE STONE stone veneer cladding system when installed as per this manual is able to withstand up to and including Extra High wind zones as described in NZS 3604:2011. The stone veneer cladding system if installed as per this manual will meet the requirements of NZBC Clause B1.3.2 and B1.3.3 (a), (F) & (h).

3 . 3 . B 2 D U R A B I L I T Y

The VILLAGE STONE stone veneer cladding system when installed as per this manual will meet the requirements of NZBC Clause B2.3.1(a) 50 years+.

3 . 4 . E 2 E X T E R N A L M O I S T U R E

The VILLAGE STONE stone veneer cladding system contributes to the requirements of NZBC E2.3.2 relating to the resistance of water penetration, providing the integrity of the specified cladding system is maintained. The nominal 20mm cavity is provided to: - Allow moisture to run down the inside of the cavity and escape through the vents or cavity

closer. - Provide air space permitting air to circulate within the cavity and help dry out any dampness.

3 . 5 . F 2 H A Z A R D O U S B U I L D I N G M A T E R I A L S

In reference to NZBC Clause F2.3.1 regarding Hazardous Building Materials, the VILLAGE STONE cladding system is non-hazardous.


4. L IST OF SPECIF IED COMPONENTS

Frame Protection System:

The selected Frame Protection System should include an underlay, seam tape, head flashing tape, pipe gaskets and so on.

Battens: 20x40mm H3.2 timber battens.

Cavity Closer: Cavity closer supplied by Redway E2 Flashings to suit a 20mm deep cavity.

BGC Panel: BGC Stonesheet™ 3000 x 1200 x 9mm thick.

BGC Edge Sealer: Supplied in a 400g aerosol can.

Stone Veneer: Set sections or individual pieces are supplied by VILLAGE STONE to suit.

Fixings: 10g x 65 stainless steel, class 4 type 17 for 20mm cavity incorporating M6 x 19mm x 1.6mm washers as specified by BGC with fixing spacings of 150mm maximum centres. For a wind zone up to and including 'Very High' studs shall be at 600mm or at 400mm centres for 'Extra High'.

Mortar Mix Additive:

The mortar mix additive is supplied by VILLAGE STONE.

Masonry Mortar Mix:

- CEMIX Masonry Mortar Mix, supplied by numerous building supplyoutlets.

- DRYMIX INDUSTRY MORTAR, see www.drymix.co.nz.

Sealants: Sikaflex MS or Loctite AS6000 Adhesive Sealant.

PU Foam: Penosil or VILLAGE STONE approved low foaming PU foam.

PEF Rod: Sika PEF closed cell polyethylene foam rod or similar.

Butyl Joint Tape: Ace Waterproofing Butyl Joint Tape (4420) is supplied by Insulation Wholesalers, who can be found at http://www.insulationwholesalers.co.nz/products/waterproofing-tape

Window/Door Flashings:

PVC sill pan supplied by Redway E2 Flashings. PVC jamb flashing supplied by Redway E2 Flashings.

Foam Tape: INSEAL 3259 3mm thick by 6mm wide, available from ACME Distributors.

Note: Powder coated aluminium head flashings are typically supplied by the window and door supplier.

5 . MAINTENANCE AND WARR ANT Y

5 . 1 . M A I N T E N A N C E

The VILLAGE STONE stone veneer cladding should be regularly cleaned, at least annually, with detergent wash.

Inspections of the complete cladding surface must be carried out at least annually at the end of summer. Because of settling after construction, and the slow moisture-loss shrinkage of concrete slabs, it is recommended that six-monthly inspections be made for the first twelve months.


Any cracks or damaged areas, including flashings and seals that have deteriorated, must be repaired immediately to ensure the integrity of the building envelope is maintained. Please contact VILLAGE STONE for advice.

5 . 2 . W A R R A N T Y

The VILLAGE STONE stone veneer cladding system and associated materials, when installed as per this manual, are warranted for a minimum life period of 15 years (from date of completion). Failure to correctly maintain the system may void any warranties offered with the system.

6. CONSTRUCTION DETAILS AND DRAWINGS

6 . 1 . F R A M I N G & F R A M E P R O T E C T I O N R E Q U I R E M E N T S

Steel and timber framed wall studs should be placed at not more than 600mm centres and are to be constructed to NZS3604:2011 for timber framing or NASH3405 for light gauge steel framing. Prior to installation of the VILLAGE STONE cladding system, a ‘Frame Protection System’ comprising a VILLAGE STONE approved wall underlay/ wrap must be fixed according to the manufacturer’s instructions to the exterior wall framing and dressed into all window and door openings using the wall underlay manufacturer’s specified seam tape. Ensure the underlay is installed horizontally, and has all perimeter edges and laps taped. Ensure only the manufacturer’s approved gaskets are used to seal water pipe and conduit penetrations to the wall underlay. On completion of the installation of the Frame Protection System, H3.2 treated timber battens are to be fixed through the underlay to the framing. Note that vertical control joints must be included at 5400mm maximum centres or 6000mm maximum if the wall finishes at an external corner as per the drawings. Responsibility for the locations of these controls joints is with the designer.

6 . 2 . C O N S T R U C T I O N G U I D A N C E

6.2.1. Installation Checklist:

A pre VILLAGE STONE cladding system installation check is required: ensure the builder / LBP has completed items set out in the pre-cladding check list. (See section 8- ‘Pre-Installation Checklist’ for details)

6.2.2. Stone Veneer Cladding System Installation:

- Cavity battens: 20 x 40mm H3.2 timber battens are attached to the framing using galvanized nails, or screws to fix the battens to the timber or steel framing.

- Installation of the cavity closer: Fix the Redway cavity closer underneath the bottom edge of the battens to the framing, to form a closed bottom to the cavity space created by the cavity battens.


- Fixing Stonesheet™ sheets through 20mm cavity battens: Stonesheet™ sheets are fixed using 10g x 65 stainless steel, class 4 type 17 for 20mm cavity, incorporating M6 x 19mm x 1.6mm washers. Fixing spacing should be 150mm centres.

- Installation of the Butyl Joint Tape: Once the Stonesheet boards have been fixed through the battens to the framing, the joints between sheets and from the edge of the aluminium window joinery to the Stonesheet™, shall be sealed using the Ace Waterproofing Butyl Joint Tape. Refer to the drawings.

- Flashings: Ensure all flashings have been placed correctly as per the details in this manual, before cutting the claddings to suit the openings and head flashings.

- Installation of the scratch coat: Once the Butyl Joint Tape has been installed, the scratch coat is made up from an application of slurry made from CEMIX Masonry Mortar Mix and Mortar Mix Additive. This slurry is applied by brush to the Stonesheet™ and over the Butyl Joint Tape, and allowed to cure.

- Pre-stone veneer installation check: Ensure the scratch-coat treated surfaces are dry, clean and free of any dirt, dust or foreign matter before carrying out the installation of the stone veneer pieces or set size sections.

- Stone adhesive: Mix the Masonry Mortar Mix with the supplied liquid additive in the ratio of 1 to 1. Mix thoroughly. Check the stiffness of the mix and adjust as required. Apply this adhesive to the back of the stone veneer before placing onto the Stonesheet™.

- When all the stone veneer has been placed onto the Stonesheet™, pointing may be required using the stone adhesive.

6.2.3. Installer’s Requirements

Installation of the stone veneer should be done only by those who have been trained and approved by VILLLAGE STONE.

6 . 3 . C O N S T R U C T I O N D R A W I N G S

The construction drawings are listed in APPENDIX A.

7. QUALITY MANAGEMENT

7 . 1 . B U I L D I N G P R O D U C T Q U A L I T Y P L A N

Quality of the VILLAGE STONE stone veneer cladding system is managed through the use of onsite checklists, provided in section 8 of this technical manual and a Building Product Quality Plan (BPQP). The VILLAGE STONE BUILDING PRODUCT QUALITY PLAN v1 is a separate document and is available from VILLAGE STONE on request.


8. ONSITE CHECKLISTS OF THE VI LLAGE STONE CLADDING SYSTEM

PRE-CLADDING INSTALLATION CHECK LIST For builders, LBPs and building inspectors

Consent No: Commence Date: Client Name: phone: Builder: phone: Architect: phone:

Floor slab lay out - In the case of an installation of over-hanging the slab, the framing should be flush

with the slab Y or N

- Ensure approved DPC is installed as per manufacturer’s specification Y or N - Ensure minimum 1m clearance around the base to allow for stone installation Y or N

- Ensure the surface of rebated slab are smooth and level Y or N

Framing

- All straight and level and constructed as per the relevant Standard Y or N

- Studs straightened for wall lining before the VILLAGE STONE cladding system is installed

Y or N

Wall underlay - Exterior timber and steel framing must be protected from the ingress of wind and

moisture using a ‘Frame Protection System’ comprising a VILLAGE STONE approved wall underlay/ wrap, fixed to the exterior wall framing and dressed into all window and door openings using the wall underlay manufacturer’s specified seam tape. Ensure the underlay is installed horizontally, and has all perimeter edges and laps taped.

Y or N

- Ensure only the manufacturer’s approved gaskets are used to seal water pipe and conduit penetrations to the wall underlay. Ensure no other trades are permitted to subsequently penetrate the installed underlay/wrap.

Y or N

Windows - Window distance from framing 5 mm from outside of framing to inside flange of

aluminium window joinery. Refer to drawings. Y or N

Builder/LBP must have the framing and other components of the building correctly installed to enable the installation of the VILLAGE STONE Cladding System


- Continuous window support bars and VILLAGE STONE specified sill pans are to be used on all windows.

Y or N

Plumbing - All plumbing including gas lines need to be pressure tested prior to installation of

internal and external linings. Y or N

Variations/ Concerns/ Comments by the builder/LBP: Builder/ LBP: No. ___________________ Signature:


Stonesheet Installation CHECK-LIST For trained installers and building inspectors

Consent No: Commence Date: Client Name: phone: Builder: phone: Architect: phone: - Ensure sheets are fixed using 10g x 65 stainless steel, class 4 type 17 screws for a

20mm cavity, incorporating M6 x 19mm x 1.6mm washers Y or N

- Screws must be 12mm from the edge and 50mm from the corner of the sheets.

Y or N

- All external and internal corners and vertical control joints are installed as required in this technical manual

Y or N

- Ensure that sill pans and jamb flashings are in place and sealed with corner soakers as required in this technical manual

Y or N

- Ensure window head flashings are fixed in place correctly and taped to the wall underlay

Y or N

- Battens should be fixed in a straight line to bottom of the cladding and allow for the installation of the cavity closer

Y or N

- Ensure parapet flashings are in place and checked by builder and building inspector prior to plastering where relevant

Y or N

- All pipe work/penetrations through cladding and stone veneer are to be made weathertight filled with low expandable foam and sealed flush with VILLAGE STONE specified sealant

Y or N

Variables/ Concerns/ Comments: TRAINED INSTALLER: Signature: Approved by: signature:

VILLAGE STONE suggests an inspection by a Building Inspector at the time of installation of the Stonesheet™


APPENDIX A – CONSTRUCTION DRAW ING S

DWG – 01 WINDOW HEAD DETAIL DWG – 02 WINDOW SILL DETAIL DWG – 03 WINDOW JAMB DETAIL DWG – 04 PLAN VIEW OF EXTERNAL CORNER DWG – 05 PLAN VIEW OF INTERNAL CORNER DWG – 06 SLAB EDGE DETAIL DWG – 07 REBATED SLAB EDGE DETAIL DWG – 08 SOFFIT DETAIL DWG – 09 SLOPING SOFFIT DETAIL DWG – 10 TRANSVERSE APRON DETAIL DWG – 11 PARALLEL APRON DETAIL DWG – 12 PARAPET/BALUSTRADE DETAIL DWG – 13 HORIZONTAL CONTROL JOINT DWG – 14 PLAN VIEW OF VERTICAL CONTROL JOINT DETAIL DWG – 15 METERBOX DETAIL DWG – 16 PENETRATION DETAIL DWG – 17 HORIZONTAL JOINT WITH ALTERNATIVE CLADDING DWG – 18 PLAN VIEW OF VERTICAL JOINT WITH ALTERNATIVE CLADDING DWG – 19 PLAN VIEW OF EXTERNAL CORNER JOINT WITH ALTERNATIVE CLADDING DWG – 20 PLAN VIEW OF INTERNAL CORNER JOINT WITH ALTERNATIVE CLADDING DWG – 21 PLAN VIEW OF COLUMN DETAIL DWG – 22 COLUMN BASE DETAIL DWG – 23 HALF COLUMN DETAIL DWG – 24 HALF COLUMN CAPPING DETAIL DWG – 25 WINDOW HEAD 3D SEQUENCE DWG – 26 WINDOW SILL 3D SEQUENCE

VILLAGE STONESTONE VENEER CLADDING SYSTEMVERSION - 18/03/2016

THESE DRAWINGS ARE TO BE READ IN CONJUCTIONWITH THE VILLAGE STONE SPECIFIED/ACCEPTEDPRODUCTS LIST, INCLUDED IN THE VILLAGE STONETECHNICAL MANUAL.

10

35

VILLAGE STONE VENEER CLADDING

VILLAGE STONE ADHESIVE/ MORTAR.SEE TECHNICAL MANUAL FOR MIXING

RATIO.

SPECIFIED FIBRE CEMENT SHEET LINTEL FRAMING BY OTHERS

SPECIFIED CAVITY BATTENS

FRAME PROTECTION SYSTEM OR RIGIDAIR BARRIER

TAPE HEAD FLASHING BACK TO WALLUNDERLAY WITH SPECIFIED TAPE

SLOPE BASE OF STONES 5° TO FORMDRIP EDGE

REDWAY CAVITY CLOSER 15mm MIN.ABOVE BASE OF FIBRE CEMENT SHEET

FIBRE CEMENT SHEET FIXINGS AS PERMANUFACTURER'S SPECIFICATION

SPECIFIED HEAD FLASHING WITH 15°FALL & 35mm MIN. UPSTAND WITHSPECIFIED STOP ENDS AND FIXINGS

LOW FOAMING POLYURETHANE FOAMFOLLOWED BY CONTINUOUS AIR SEAL

5-10mm CONTINUOUS DRAINAGE GAP

SPECIFIED FOAM TAPE BETWEEN HEADFLASHING & JOINERY

MIN. 10mm COVER OF HEAD FLASHINGTO JOINERY

WALL UNDERLAY DRESSED INTOOPENING

SPECIFIED FLEXIBLE FLASHING TAPEINSTALLED TO CORNERS AT HEAD & LAP50mm OVER UNDERLAY

FIX WINDOWS & DOORS AS PER THEMANUFACTURER'S INSTRUCTIONS

FOR RIGID AIR BARRIERS FOLLOWMANUFACTURER'S SPECIFICATIONS

REFER TO COLOURED 3D DETAILSFOR FURTHER INFORMATION &

CLARIFICATION

WINDOW JOINERY INSTALLED BYOTHERS

DWG - 01 WINDOW HEAD DETAIL SCALE - 1:2



15

8



RATIO.

SPECIFIED FIBRE CEMENT SHEET



5mm GAP BEHIND & 6mm DRAINAGEGAP UNDER WINDOW FLANGE


CONTINUOUS AIRSEAL INSTALLED TOEDGE OF SILL TRAYMIN. 8mm COVER OF JOINERY TO FIBRE

CEMENT SHEET

WANZ WINDOW SUPPORT BARLOCATED UNDER LIP OF SILL TRAY

SPECIFIED FLEXIBLE FLASHING TAPETO CORNERS & LAP ONTO FACE OFWALL UNDERLAY 50mm



SPECIFIED SILL TRAY WITH SUPPORTBLOCKS ADHERED AT FIXING POINTS

SPECIFIED SILL TRAY END CAPSADHERED TO ENDS OF SILL TRAY

PROPRIETARY SUPPORT BLOCKS BYJOINERY MANUFACTURER



CLARIFICATION

TAPE SILL TRAY END CAPS BACK TOWALL UNDERLAY WITH SPECIFIED TAPE

VILLAGE STONE SILL WITH 15° MIN.SLOPE


DWG - 02 WINDOW SILL DETAIL SCALE - 1:2



105



RATIO.


TIMBER FRAMING BY OTHERS



LINE OF SPECIFIED HEAD FLASHINGOVER TO CONTINUE 20mm PAST JAMB

SEALANT



MIN. 10mm COVER OF JOINERY TOFIBRE CEMENT SHEET


SPECIFIED FLEXIBLE FLASHING TAPEINSTALLED TO CORNERS AT HEAD & LAP50mm OVER UNDERLAY


CUT SLOT IN FIBRE CEMENT SHEET TOACCOMODATE HEAD FLASHING


LINE OF SPECIFIED SILL TRAY BELOW


CLARIFICATION

5mm GAP FROM STONE TO JOINERYFILLED WITH MS SEALANT

5mm THICK SPECIFIED FOAM TAPEBETWEEN JOINERY AND FIBRE CEMENT

SHEET


DWG - 03 WINDOW JAMB DETAIL SCALE - 1:2




5mm GAP BETWEEN SHEETS, JOINTSEALED WITH RENDER TAPE



WALL UNDERLAY CONTINUOUS AROUNDCORNER



RATIO.




'RENDER TAPE' TO BE APPLIED OVERALL SHEET JOINTS

DWG - 04 PLAN VIEW OF EXTERNAL CORNER DETAIL SCALE - 1:2






RATIO.



SOLID BLOCKING AS REQUIRED FORTHE FIXING OF FIBRE CEMENT SHEET







DWG - 05 PLAN VIEW OF INTERNAL CORNER DETAIL SCALE - 1:2



50

GR

OU

ND

CLE

ARAN

CE

20 M

IN.

150mm MIN. (PAVED)225mm MIN. (UNPAVED)





RATIO.



TIMBER BOTTOM PLATE WITH FIXINGSBY OTHERS

DAMP PROOF COURSE (DPC) BETWEENTIMBER AND CONCRETE

REDWAY CAVITY CLOSER 20mm MIN.ABOVE BASE OF STONE SHEET

FIBRE CEMENT SHEET TO OVERLAPTHE CONCRETE SLAB BY 50mm

BASE OF STONE SLOPED 5° TO FORM ADRIP EDGE


PAVED GROUND SLOPING AWAY FROMTHE BUILDING MAY BROUGHT UP TO

WITHIN 50mm OF FLOOR LEVEL ATGARAGE DOOR OPENINGS

TAPE BOTTOM EDGE OF WALLUNDERLAY TO SLAB WITH SPECIFIED

TAPE


DWG - 06 SLAB EDGE DETAIL SCALE - 1:2



50

30

GR

OU

ND

CLE

ARAN

CE

100mm MIN. (PAVED)150mm MIN. (UNPAVED)



VERMIN-PROOFING SHALL PROVIDE AMIN. 1000mm² PER LINEAL METRE OF

WALL



RATIO.



TIMBER BOTTOM PLATE WITH FIXINGSBY OTHERS

LIQUID APPLIED DAMP PROOF COURSE(DPC) BETWEEN TIMBER ANDCONCRETE TO CONTINUE ALONGREBATE (e.g. JAYDEX EASYGUM)

CAVITY BATTENS TO STOP 30mm CLEARFROM SLAB REBATE

FIBRE CEMENT SHEET TO ALIGN FLUSHWITH SLAB EDGE

PROPRIETARY VERMIN-PROOF VENT OR3-5mm DRAINAGE/ VENT HOLES OR

SLOTS THROUGH STONE AND FIBRECEMENT SHEET

STONE ADHERED DIRECTLY TO SLABEDGE

PAVED GROUND SLOPING AWAY FROMTHE BUILDING MAY BROUGHT UP TO

WITHIN 50mm OF FLOOR LEVEL ATGARAGE DOOR OPENINGS


TAPE BOTTOM EDGE OF WALLUNDERLAY TO DPC WITH SPECIFIED

TAPE


DWG - 07 REBATED SLAB EDGE DETAIL SCALE - 1:2





RATIO.






NOG TO SUPPORT WALL UNDERLAY ATLINE OF SOFFIT TO BLOCK AIRFLOWFROM CAVITY

CONTINUOUS TIMBER TO BLOCKAIRFLOW FROM CAVITY


SOFFIT LINING


5mm GAP BETWEEN SOFFIT & FIBRECEMENT SHEET, JOINT SEALED WITH

RENDER TAPE

DWG - 08 SOFFIT DETAIL SCALE - 1:2



50

35FRAME PROTECTION SYSTEM OR RIGIDAIR BARRIER




RATIO.

SPECIFIED FIBRE CEMENT SHEETSPECIFIED CAVITY BATTENS

CONTINUOUS H3.1 TIMBER BLOCKINGTO BLOCK AIRFLOW FROM CAVITY INTOROOF SPACE


SLOPING SOFFIT FLASHING - IFALUMINIUM IS USED KEEP FROMCONTACT WITH CEMENT GROUT

ANGLE OF SOFFIT91°-115°



DWG - 09 SLOPING SOFFIT DETAIL SCALE - 1:2



3575

130 **



RATIO.


NOGGING TO SUPPORT FLASHING

SPECIFIED CAVITY BATTENS FRAME PROTECTION SYSTEM OR RIGIDAIR BARRIER

TAPE APRON FLASHING BACK TO WALLUNDERLAY WITH SPECIFIED TAPE




TROUGH TURNED UP TO CREATESTOPEND FOR PROFILED ROOFING

APRON FLASHING TURNEDDOWN TO SUIT ROOFING

PROFILE

ROOFING UNDERLAY CONTINUED UPWALL BEHIND FLASHING

APRON TO HAVE 75mm UPSTANDBEHIND CLADDING INCREASE TO 90mmFOR EH WIND ZONES

APRON TO HAVE 35mm CLEARANCEFROM BASE OF CLADDING


** APRON FLASHING COVERTO BE 200mm IN VH OR

ABOVE WIND ZONE OR ROOFPITCHES <11°

APRON FLASHING FIXED WITHCOMPATIBLE FIXINGS BY OTHERS


DWG - 10 TRANSVERSE APRON DETAIL SCALE - 1:2



3575

Y

10




APRON TO HAVE 75mm UPSTANDBEHIND CLADDING INCREASE TO 90mmFOR EH WIND ZONES

APRON TO HAVE 35mm CLEARANCEFROM BASE OF CLADDING

ROOFING UNDERLAY CONTINUED UPWALL BEHIND FLASHING




RATIO.




FIXING THROUGH CREST OF PROFILE

FLASHING TO HAVE 5mmMIN. ANTI CAPPILARY GAP

TAPE APRON FLASHING BACK TO WALLUNDERLAY WITH SPECIFIED TAPE


Y = MIN. 2 CRESTS OF ROOFINGPROFILE & FINISH IN NEXT TROUGH

APRON FLASHING FIXED WITHCOMPATIBLE FIXINGS BY OTHERS


DWG - 11 PARALLEL APRON DETAIL SCALE - 1:2



70

70



RATIO.




INSTALL SPECIFIED FLASHING TAPE TOENTIRE CAP PRIOR TO FLASHING


METAL CAPPING SIDE FIXED ONLY


WALL UNDERLAY CONTINUOUS OVERFACE OF STRUCTURE

CAPPING DETAIL MAY BE USED FORCHIMNEY CAPPING. REFER TO FLUEMANUFACTURER FOR CAPPINGDETAILS AND USE NON-COMBUSTIBLEMATERIALS WHERE REQUIRED.

FOR CAPPING JOINTS ANDREQUIREMENTS REFER TO E2/AS1

FIGURE 9 AND SECTION 6.4

5° MIN.SLOPE

9mm MIN. H3.1 PLY PACKED TO SLOPEOR SLOPED POLYSTYRENE BLOCK

BIRD'S BEAK EDGE WHERE USED ASBALUSTRADE CAPPING

70mm MIN. OVERLAP TO CLADDING90mm MIN. IN EH WIND ZONES

H3.1 PACKER FOR FIXING CAPPINGFIXED TO FRAMING AS REQUIRED

NZBC E2 COMPLIANTCLADDING SYSTEM ON ACAVITY


TIMBER FRAMING BYOTHERS

DWG - 12 PARAPET/ BALUSTRADE DETAIL SCALE - 1:2



10



RATIO.



NO SHEET FIXINGS TO INTER-FLOORBOUNDARY JOIST


10mm GAP SLOPE STONES 5° TO AIDDRAINAGE

BOTTOM COURSE OF STONEOVERLAPS LOWER SHEET 10mm

WITHOUT ADHESIVE/ MORTAR


OVER 2 STOREYS OR 7m USE AFLASHING TO BRIDGE THE CAVITY AS

PER E2/AS1 FIGURE 70


STONE, FIBRE CEMENT SHEET ANDCAVITY BATTENS ARE

DISCONTINUOUS AT FLOOR LEVELSTO ALLOW FOR INTER-STOREY

MOVEMENT

10mm MIN. GAP BETWEEN CAVITYBATTENS & FIBRE CEMENT SHEETS

FLOORING TO FINISH 10mm BACK FROMOUTSIDE FACE OF FRAMING

HORIZONTAL CONTROL JOINT AT ALLFLOOR JOISTS AND ALL WALLSEXCEEDING 5600mm IN HEIGHT 'RENDER TAPE' TO BE APPLIED OVER

ALL SHEET JOINTS


'RENDER TAPE' APPLIED OVER GAPBETWEEN FIBRE CEMENT SHEETS

DWG - 13 HORIZONTAL CONTROL JOINT SCALE - 1:2



6-8



RATIO.




6-8mm GAP BETWEEN FIBRE CEMENTSHEETS COVERED WITH 'RENDER TAPE'

POLYETHYLENE BOND BREAKER TAPEMIN. 12mm EACH SIDE OF JOINT



VERTICAL CONTROL JOINTS AT5400mm CENTERS MAX. 6000mm

WHEN WALL FINISHES AT ANEXTERNAL CORNER

DOUBLE STUD AT CONTROL JOINT




DWG - 14 PLAN VIEW OF VERTICAL CONTROL JOINT DETAIL SCALE - 1:2



10

ALUMINIUM IF USED SHOULD BE KEPTFROM CONTACT WITH CEMENT GROUT.

MS SEALANT CAN BE USED AS ASUBSTITUTE


SPECIFIED FLEXIBLE FLASHING TAPETO CORNERS AT HEAD TO ENTIRE SILLAND 100mm UP JAMBS LAP 50mm OVERWALL UNDERLAY



RATIO. FRAME PROTECTION SYSTEM OR RIGIDAIR BARRIER


METERBOXES SHOULD BE LOCATEDIN SHELTERED AREAS



5-10mm GAP BETWEEN STONESHEETAND METERBOX FILLED WITH MS

SEALANT

TAPE METERBOX FIXING ANGLE BACKTO WALL UNDERLAY FIRST AT SILLFOLLOWED BY JAMBS THEN HEADOVERLAPPING AT CORNERS WITH

SPECIFIED TAPE




CONTINUOUS FLANGE CREATED FROM40 x 40mm MIN. ANGLE MITRED ATCORNERS FIXED TO METERBOX WITHRIVETS ON SEALANT BED

MITREBOX FLANGE SHOULD HAVEJOINS SEALED WITH SEALANT

A PROPRIETARY METERBOX WITHINTEGRAL FLANGE MAY BE USED


DWG - 15 METERBOX DETAIL SCALE - 1:2



75m

m M

IN.

ALUMINIUM IF USED SHOULD BE KEPTFROM CONTACT WITH CEMENT GROUT.

SEALANT CAN BE USED AS ASUBSTITUTE

SOLID BLOCKING AROUNDPENETRATION WITH MIN. 75mmOVERLAP TO UNDERLAY


RATIO.FRAME PROTECTION SYSTEM OR RIGIDAIR BARRIERSPECIFIED FIBRE CEMENT SHEET

PIPE AND SIMILAR PENETRATIONSSHOULD BE LOCATED IN SHELTERED

AREASFOR RIGID AIR BARRIERS FOLLOW

MANUFACTURER'S SPECIFICATIONS


5-10mm GAP BETWEEN FIBRE CEMENTSHEET AND PIPE

PROPRIETARY BOOT FLASHINGSEALING PIPE TO BUILDING UNDERLAY


RENDER TAPE TO BE APPLIED OVERFIBRE CEMENT SHEET AROUND PIPE

FOLLOWED BY MS SEALANT



DWG - 16 PENETRATION DETAIL SCALE - 1:2



40

15 5

NZBC E2 COMPLIANT CLADDINGSYSTEM ON A CAVITY

FLASHING WITH 40mm (65mm EH WINDZONES) TOTAL UPSTAND

5mm MIN. CLEARANCE AT BASE OFCLADDING






RATIO.


STONE SILL WITH 15° MIN. SLOPE KEEPMIN. 5mm CLEAR OF WALL UNDERLAY






TAPE FLASHING BACK TO WALLUNDERLAY WITH SPECIFIED TAPE

SPECIFIED STONE ADHESIVE/ MORTAR

DWG - 17 HORIZONTAL JOINT WITH ALTERNATIVE CLADDING SCALE - 1:2



6-8



RATIO.




100mm WIDE PVC BACK FLASHING

LOW FOAMING POLYURETHANE FOAMFOLLOWED BY MS SEALANT


DOUBLE STUD



SCRIBER SEALED TO STONE FORWEATHERBOARD CLADDING



DWG - 18 PLAN VIEW OF VERTICAL JOINT WITH ALTERNATIVE CLADDING SCALE - 1:2



50

50

6-8





RATIO.





50mm X 50mm WIDE PVC BACKFLASHING

LOW FOAMING POLYURETHANE FOAMFOLLOWED BY MS SEALANT


H3.2 SCRIBER SEALED TO STONE FORWEATHERBOARD CLADDING



DWG - 19 PLAN VIEW OF EXTERNAL CORNER JOINT WITH ALTERNATIVE CLADDING SCALE - 1:2



6-850

LOW FOAMING POLYURETHANE FOAMFOLLOWED BY SPECIFIED SEALANT

H3.2 SCRIBER SEALED TO STONE FORWEATHERBOARD CLADDING

FOR RIGID AIR BARRIERS FOLLOWMANUFACTURER'S SPECIFICATIONSVILLAGE STONE VENEER CLADDING


RATIO.


SOLID BLOCKING AS REQUIRED FORTHE FIXING OF FIBRE CEMENT SHEET





BACK FLASHING WITH MIN. 50mmOVERLAP TO JOINT & STONESHEET


BACK FLASHING TO BE OF A SUITABLYCOMPATIBLE MATERIAL


50

DWG - 20 PLAN VIEW OF INTERNAL CORNER JOINT WITH ALTERNATE CLADDING SCALE - 1:2



H5 TREATED TIMBER POST OR STEEL POSTTO SPECIFIC DESIGN

POST BRACKET AND FIXING TOSPECIFIC DESIGN

H3.2 TIMBER FRAMING

VILLAGE STONE ADHESIVE/ MORTAR. SEETECHNICAL MANUAL FOR MIXING RATIO.


VILLAGE STONE VENEERCLADDING


FIBRE CEMENT SHEET FIXINGS ASPER MANUFACTURER'S

SPECIFICATION

POST MAY BE EMBEDED INCONCRETE AS AN ALTERNATIVE TO

BRACKET

DWG - 21 PLAN VIEW OF COLUMN DETAIL 1:5



20 M

IN

10

H5 TREATED TIMBER POST ORSTEEL POST TO SPECIFICDESIGN

H3.2 TIMBER FRAMING FIXED TOPOST WITH ANGLE BRACKET

VILLAGE STONE VENEERCLADDING

VILLAGE STONE ADHESIVE/MORTAR. SEE TECHNICALMANUAL FOR MIXING RATIO.

SPECIFIED FIBRE CEMENTSHEET

CONCRETE PLINTH OPTION TO BEUSED IN FLOOD PRONE AREAS

POST BRACKET AND FIXING TOSPECIFIC DESIGN

PROVIDE 10mm MIN GAP BETWEENBOTTOM OF FIBRE CEMENT SHEET

AND GROUND.WHEN CONCRETE PLINTH OPTION IS

USED, PROVIDE VERMIN-PROOFVENT, MIN 1000mm² PER LINEAL

METRE OF STONE VENEER

POST MAY BE EMBEDED INCONCRETE AS AN ALTERNATIVE TO

BRACKET

FIBRE CEMENT SHEET FIXINGS ASPER MANUFACTURER'S

SPECIFICATION

ALTERNATIVEGROUND LEVEL

DWG - 22 COLUMN BASE DETAIL 1:5



10mm MIN.

45

COPING STONE WITH 15° MIN. FALL

STONE VENEER CLADDING


RATIO.



H3.2 TIMBER FRAMING FIXED TO POSTWITH ANGLE BRACKET

H5 TREATED TIMBER POST OR STEELPOST TO SPECIFIC DESIGN


RATIO.

SPECIFIED RENDER TAPE ADHEREDTO POST AND TO COVER ALL JOINTS INFIBRE CEMENT BOARD

DWG - 23 HALF COLUMN DETAIL 1:5



10mm MIN.

45

COPING STONE WITH 15° MIN. FALL

STONE VENEER CLADDING


RATIO.

SPECIFIED RENDER TAPE ADHERED TOPOST AND TO COVER ALL JOINTS INFIBRE CEMENT BOARD. TAPE TO ADHEREMIN 45mm UP POST

H3.2 TIMBER FRAMING FIXED TO POSTWITH ANGLE BRACKET

H5 TREATED TIMBER POST OR STEELPOST TO SPECIFIC DESIGN



DWG - 24 HALF COLUMN CAPPING DETAIL 1:2

HEAD : FLASHING

HEAD : FINISHED WALLHEAD : FIBRE CEMENT SHEET

HEAD : WRAP & TAPE

DWG - 25 WINDOW HEAD 3D SEQUENCE

1. TIMBER FRAMING INSTALLED2. WALL UNDERLAY RUN HORIZONTALLY & DRESSEDINTO WINDOW/ DOOR OPENING3. SPECIFIED FLEXIBLE FLASHING TAPE TO CORNERS ATHEAD AND JAMBS

4. HEAD FLASHING FIXED WITH PROPRIETARY STOPENDS INSTALLED5. TOP EDGE OF FLASHING TAPED BACK TO WALLUNDERLAY WITH SPECIFIED FLEXIBLE FLASHING TAPE6. CAVITY BATTENS INSTALLED

7. INSTALL CAVITY CLOSER THEN INSTALL FIBRECEMENT SHEET AROUND HEAD FLASHING ASSPECIFIED8. INSTALL SPECIFIED FOAM TAPE ONTO FIBRE CEMENTSHEET AT JAMBS9. AIR SEAL SHOWN IS INSTALLED AFTER FIXING OFWINDOW

10. APPLY SPECIFIED FOAM TAPE TO HEAD OF JOINERYAND INSTALL JOINERY UNDER HEAD FLASHING AND FIXAS REQUIRED11. APPLY STONE TO FIBRE CEMENT SHEET WITHVILLAGE STONE MORTAR/ADHESIVE AND SEAL JAMBWITH SPECIFIED SEALANT

SILL : TRAY & WANZ BARSILL : WRAP & TAPE

SILL : FIBRE CEMENT SHEET SILL : FINISHED WALL

1. TIMBER FRAMING INSTALLED2. WALL UNDERLAY RUN HORIZONTALLY & DRESSED INTOWINDOW/ DOOR OPENING3. SPECIFIED FLEXIBLE FLASHING TAPE TO ENTIRE SILLAND 100mm UP AT JAMBS

4. REDWAY SILL TRAY ADHERED TO SILL TRAY ENDCAPSAND INSTALLED TO SILL TRIMMER WITH WANZ BAR5. TOP EDGE OF SILL END CAPS TAPED TO JAMB WITHSPECIFIED FLEXIBLE FLASHING TAPE6. CAVITY BATTENS INSTALLED

7. FIBRE CEMENT SHEET FIXED8. 5mm THICK SPECIFIED FOAM TAPE INSTALLED ONTOFIBRE CEMENT SHEET AT JAMBS9. AIR SEAL SHOWN IS INSTALLED AFTER FIXING OFWINDOW

10. WINDOW SUPPORT BLOCKS FITTED AND JOINERYINSTALLED AND FIXED AS REQUIRED12. STONE ADHERED TO FIBRE CEMENT SHEET WITHVILLAGE STONE MORTAR/ADHESIVE AND SEAL JAMBWITH SPECIFIED SEALANT

DWG - 26 WINDOW SILL 3D SEQUENCE

Technical & Installation Manual - Beal · Technical & Installation Manual Product Description and Construction Details March 2016 V2.1 Office: 0800 484 552 or 03-313 3672 E-Mail:

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