STOPOREN FACADE SYSTEM FOUNDATION SLAB-ON-GROUND

Transcription

1 INTERIOR LINING TIMBER FRAMING TO NZS 3604 STO 20mm VH CAVITY BATTENS RENDER SYSTEM PANEL CAVITY SPACERS TO SUIT FIXINGS INSULATION AS PER NZBC H1/AS1 DPM clad. CONCRETE SLAB/REINFORCING AS PER NZS 3604 OR ENGINEER SPECIFIC DESIGN - NOT SHOWN FOR CLARITY 100mm MIN. Sto Plaster 6 ADJUSTABLE FOOT TRAY 6mm OVERHANG RECOMMENDED TO AVOID VARIANCES IN FOUNDATION STO RENDER SYSTEM ON FOUNDATION 1 MIN. TO PAVED GL Flexyl 225mm MIN. TO UNPAVED GROUND LEVEL AS PER NZS 3604 FOUNDATION SLAB-ON-GROUND PP 200

2 TIMBER FRAMING TO NZS 3604 STO 20mm VH CAVITY BATTENS PANEL RENDER SYSTEM CAVITY SPACERS TO SUIT FIXINGS INSULATION AS PER NZBC - Clause H1 DPM CONCRETE SLAB/REINFORCING AS PER NZS 3604 OR ENGINEER SPECIFIC DESIGN - NOT SHOWN FOR CLARITY Clad mm MIN. Sto Plaster BASE CAP 5mm MIN GAP STOFLEXYL WATERPROOFING TO REBATE 6mm OVERHANG RECOMMENDED TO AVOID VARIANCES IN FOUNDATION INSULATED FOUNDATION WITH STOTHERM RENDER SYSTEM ON STOFLEXYL WATERPROOFING 1 MIN. TO PAVED GL 225mm MIN. TO UNPAVED GROUND LEVEL AS PER NZS 3604 INSULATED SLAB-ON-GROUND PP 201

3 RENDER SYSTEM INSULATION TO EXTERIOR WALLS INTERNAL LINING TIMBER FRAMING TO NZS 3604 BUILDING UNDERLAY 20mm DRAINED CAVITY PANEL STOFLEXYL OR LIQUID DPM ON REBATE Clad. POREN FIXING WEATHER PROTECTED VENTS TO ACHIEVE MIN. VENTILATION OF 1000mm²/LINEAL METER POSITIONED HARD ON REBATE 100mm to paving *70mm rebate 10 STO upvc CONTROL JOINT OR FINISHING EDGE AT JUNCTION TO FOUNDATION INSULATION AS NZBC H1/AS1 DPM CONCRETE SLAB/REINFORCING AS PER NZS 3604 OR ENGINEER SPECIFIC DESIGN - NOT SHOWN FOR CLARITY 100mm MIN. Sto Plaster flexyl STO RENDER SYSTEM AS PER NZS 3604 *NOTE Minimum rebate 70mm, adjust rebate dimension to suit RAB thickness, frame offset etc. REBATED SLAB-ON-GROUND - RENDER FINISH PP 202

4 STO 20mm VH CAVITY BATTENS RENDER SYSTEM PANEL CAVITY SPACERS TO SUIT FIXINGS BASE CAP CONCRETE SLAB/REINFORCING AS PER NZS 3604, SPECIFIC DESIGN OR ENGINEER (SED) Reinforcing not shown for clarity cladding 1 to paving 225mm unpaved GL GL 300 RIBRAFT POLYSTYRENE POD INSTALLATION IN ACCORDANCE TO FIRTH RIBRAFT CONSTRUCTION DETAILS RIBRAFT FLOOR SYSTEM / EDGE DETAIL PP 203

5 NOTE: SHELL OF BLOCK CAN SUPPORT BOTTOM PLATE WHEN SLAB IS TIED TO FOUNDATION STO 20mm VH CAVITY BATTENS PANEL RENDER SYSTEM CAVITY SPACERS TO SUIT FIXINGS BASE CAP CONCRETE SLAB/REINFORCING AS PER NZS 3604 OR ENGINEER SPECIFIC DESIGN cladding 1 to paved 225mm unpaved GL INSULATION AS PER NZBC - Clause H1 DPM GL CONCRETE FOOTING AS PER NZS 3604 OR ENGINEER SPECIFIC DESIGN CONC.BLOCK FOUNDATION EDGE DETAIL PP 204

6 INSULATION AS PER NZBC - Clause H1 CONCRETE SLAB/REINFORCING AS PER NZS 3604 OR ENGINEER SPECIFIC DESIGN DPM cladding 1 TO PAVED GL 225mm TO UNPAVED GROUND LEVEL STO 20mm VH CAVITY BATTENS PANEL RENDER SYSTEM CAVITY SPACERS TO SUIT FIXINGS BASE CAP - 5mm MIN.GAP STOFLEXYL WATERPROOFING TO REBATE, CONTINUE TO PAST STO RENDER TERMINATION POINT DPM REQUIRED ON FOUNDATION FOR POORLY DRAINED SITES OTHERWISE TERMINATE AT BOTTOM EXTERNAL CORNER OF FOUNDATION Flexyl 100mm Sto Render CONCRETE FOOTING AS PER NZS 3604 OR ENGINEER SPECIFIC DESIGN NOTE: INSTALL STOFLEXYL UNDER DPM AT TRANSITION IF REQUIRED FOR POORLY DRAINED SITES. EPS BLOCK FOUNDATION DETAIL PP 205

7 10mm INSULATION IF REQUIRED STO 20mm VH CAVITY BATTENS RENDER SYSTEM PANEL CAVITY SPACERS TO SUIT FIXINGS BASE CAP CONCRETE SLAB/REINFORCING AS PER NZS 3604 OR SPECIFIC ENGINEER DESIGN (SED) DPM INSULATION AS PER NZBC - Clause H1 cladding 1 to paved 225mm unpaved GL GL Varies refer to NZS3604 or SED SOLID CONC.FOUNDATION EDGE DETAIL PP 206

8 TIMBER FRAMING/STUCTURE TO NZS 3604 SELECTED FLOORING STO 20mm VH CAVITY BATTENS PANEL 100mm DRAPE TO DBL SIDED PERFORATED FOIL INSUL.R = REFER NZBC - Clause H1 RENDER SYSTEM 50 ADJUSTABLE FOOT TRAY MAX.HEIGHT - NZS MIN.HEIGHT FGL NOTE: 1. CONTINUOUS PERIMETER FOUNDATION WALL WITH VENTILATION OPENINGS 2. CLEARANCE BETWEEN CLADDING AND ADJACENT GROUND - REFER NZS3604 SED - Specific Engineer Design as per NZS3604 or SED as per NZS3604 CGL or SED as per NZS3604 CONC.CONTINOUS PERIMETER FOUND.WALL PP 207

9 20mm DRAINED CAVITY RENDER SYSTEM PANEL CAVITY SPACERS TO SUIT FIXINGS BASE CAP STOMULTI SCREED MESHED BASECOAT FINISHED IN 1.0mm FLOAT or STOLIT K FINISHING RENDER, PAINTED IN STOCOLOR MAXICRYL 50 DPM REFER NOTE 4 SOLID COMPACTION 800mm MIN.PAST EDGE OF FOUNDATION 1. CONCRETE SLAB/REINFORCING AS PER NZS 3604, SPECIFIC DESIGN OR ENGINEER (SED) Reinforcing not shown for clarity 2. WHERE INSULATION OS BELOW GROUND, APPLY TWO (2) COATS OF STOFLEXYL TO MAXRAFT INSULATION BEFORE COMMENCING 3. 1 MIN. CLEARANCE FROM SLAB LEVEL TO EXTERIOR PAVING, 225mm MIN. CLEARANCE FROM SLAB LEVEL TO UNPAVED GROUND TO E2/AS1 4. AS REQUIRED, SECURE THE DPM TO THE MAXIRAFT EDGE INSULATION USING AN EIFS FLASHING TAPE ON MAXIRAFT AND 100MM ONTO UNDERSLAB DPM MAXRAFT FLOOR SYSTEM / EDGE DETAIL SCALE 1:10 PP 208

10 STO 20mm VH CAVITY BATTENS PANEL MIN. H1.2 TREATED FLOOR JOISTS 2/NAIL LAMINATED FLOOR JOISTS UNDER LOAD BEARING WALLS RENDER SYSTEM ADJUSTABLE FOOT TRAY mm DRAPE TO DOUBLE-SIDED PERFORATED FOIL INSULATION R = REFER NZBC - Clause H1 H3.2 TREATED BEARER, H5 TREATED PILE - REFER NZS 3604 FOR TIMBER & PILE SETOUT NOTE: FOR CLEARANCE BETWEEN CLADDING AND ADJACENT GROUND - REFER NZS H4 TREATED BASEBOARDS WITH 20mm CONTINUOUS SUB FLOOR VENTILATION GAP BETWEEN TIMBER PILE/SUBFLOOR VENTILATION (Parallel Wall) PP 209

11 TIMBER FRAMING TO NZS 3604 STO 20mm VH CAVITY BATTENS PANEL RENDER SYSTEM SELECTED FLOORING 100mm DRAPE TO DOUBLE-SIDED PERFORATED FOIL INSULATION R = REFER NZBC - Clause H1 MIN. H1.2 TREATED FLOOR JOISTS FLOOR JOISTS UNDER LOAD BEARING WALLS ADJUSTABLE FOOT TRAY 50 H5 TREATED PILE - REFER NZS 3604 FOR TIMBER & PILE SET OUT H4 TREATED BASEBOARDS WITH 20mm CONTINUOUS SUB FLOOR VENTILATION GAP BETWEEN NOTE: FOR CLEARANCE BETWEEN CLADDING AND ADJACENT GROUND - REFER NZS3604 TIMBER PILE/SUBFLOOR VENTILATION (Right Angled Wall) PP 210

12 STO 20mm VH CAVITY BATTENS PANEL FIXING STO POREN PANEL RENDER SYSTEM 100mm DRAPE TO DOUBLE-SIDED PERFORATED FOIL INSULATION R = REFER NZBC - Clause H1 OVERHANG BOUNDARY JOIST TO ALLOW CLADDING TO LAP SUBFLOOR CLADDING ADJUSTABLE FOOT TRAY JACK FRAMING IN AS PER NZS PROVIDE SHEET BRACING MATERIAL and VENTILATION AS PER NZS 3604 NOTE: FOR CLEARANCE BETWEEN CLADDING AND ADJACENT GROUND - REFER NZS3604 TIMBER SUBFLOOR WITH JACK STUDS PP 211

13 SELECTED INTERIOR LINING TIMBER FRAMING TO NZS 3604 NOMINAL 20x45mm H3.1 TIMBER CAVITY BATTENS PANEL RENDER SYSTEM NOTE: FOR CLEARANCE BETWEEN CLADDING AND ADJACENT GROUND - REFER NZS3604:2011 INSULATE BLOCKWORK IF NEEDED SELECTED INTERIOR PLASTER/FINISH ADJUSTABLE FOOT TRAY STOARMAT MIRAL RENDERSYSTEM STOFLEXYL MESHED WATERPROOFING FROM 1 ABOVE GROUND AND DOWN OVER COMPRESSION BAR TANKING SEALANT COMPRESSION BAR MECHANICALLY FIXED TO CONC.BLOCK. TRANSITION APPROX 100mm BELOW GROUND CONCRETE FLOOR SLAB, FOOTING & WALL TO SPECIFIC DESIGN SELECTED BITUMOUS PEEL & STICK TANKING MEMBRANE WITH PROTECTION MATERIAL GRANDULAR FILL RECOMMENDED FILTER FABRIC SLOTTED DRAIN LAID TO A FALL SLAB-ON-GROUND FLOOR & CONC.MASONRY WALLS AS PER NZS 4210/4229/4230 & AND ENGINEERS DRAWINGS ALLOW ADEQUATE TIME FOR BLOCK TO DRY/STABALISE BEFORE RENDERING NORMALLY FROM 4-8 WEEKS IN AVERAGE DRYING CONDITIONS. MASONRY CONC.BLOCK IN-GROUND WALL SCALE 1:10 PP 212

14 TIMBER FRAMING TO NZS 3604 STO 20mm VH CAVITY BATTENS PANEL RENDER SYSTEM BASE CAP NOTE: CUT SLOPE AT 15 OR CUT REBATE AND PLASTER 15 SLOPE IN. STO FLEXYL WATERPROOF TO CONCRETE REBATE SURFACES AND PLASTER INTO REBATE STOARMAT MIRAL RENDER SYSTEM REINFORCED CONCRETE BLOCK WALLS IN ACCORDANCE WITH NZS 4230, 4229, 4218 & 4210 CONCRETE BLOCK INTER-STOREY DRAINED JUNCTION SCALE 1:2 PP 213