System for 2+ Level Buildings

Issued Sept 205 Contact Info@symonite.co.nz System for 2+ Level Buildings Typical Details Issued: September 205

TYPICAL DETAILS CONTENTS.0 TYPICAL VERTICAL JOINTS 2.0 EXT. CORNER / TYPICAL HORIZONTAL JOINT 3.0 LIGHT COMMERCIAL HEAD & SILL DETAIL 3. LIGHT COMMERCIAL OPEN HEAD & JAMB DETAIL 3.2 RESIDENTIAL HEAD & SILL DETAIL 3.3 RESIDENTIAL JAMB DETAIL 3.4 COMMERCIAL HEAD & SILL DETAIL 3.5 COMMERCIAL JAMB DETAIL 4.0 FASCIA DETAIL SOFFIT 4. PARAPET & SOFFIT DETAIL 4.2 SOFFIT DRIP EDGE DETAILS 4.3 PARAPET WITH MINIMAL UPSTAND 5.0 BASE DETAIL 5. BASE DETAIL 5.2 TYPICAL EYEBROW SILL DETAIL 5.3 TYPICAL UPSTAND DETAIL 6.0 TYPICAL INTERNAL CORNER 6. FIBRE CEMENT INTERNAL CORNER 6.2 VERTICAL PROFILED METAL INTERNAL CORNER 6.3 HORIZONTAL PROFILED METAL INTERNAL CORNER 7.0 TYPICAL WALL / SOFFIT 7. TYPICAL WALL / RAKING SOFFIT JUNCTION 7.2 WALL / SOFFIT JUNCTION & DOWNPIPE PENETRATION 8.0 PRECAST CONCRETE WALL JUNCTION 8. PRECAST CONCRETE WALL JUNCTION 9.0 VERTICAL PROFILED METAL JUNCTION Framing note: Timber framing by others is to be at 600 centers max for both studs & nogs. This may be required at closer centers subject to engineering requirements. Rigid air barrier note: As per Symonite Branz Appraisal #528 section 2.2 "A building with exposure to wind on any part of its facade above.55 kpa ULS must use a RAB as backing for the cavity". It is the building designers responsibility to determine wind loading on the building and incorporate RAB into the detailing as required to the specifications of the RAB manufacturer. Cavity Battens are not required with the Symonite cavity system as a cavity is formed between the fixing angles and structure with high impact plastic packers ("H"packers). Nominal cavity depth is 40mm from structure to outer face of panel. In some situations (when interfacing with residential joinery profiles) this cavity is may be deeper. Any instance where cavity is pushed beyond 60mm may require the installation of 20mm cavity battens by others. 0.0

20 ALI. FIXING EXTRUSIONS HIGH IMPACT PACKERS 35 SEALANT ON PEF ROD OR BUILDING PAPER ON TIMBER FRAMING TYPICAL VERTICAL JOINT 20 BUILDING PAPER ON TIMBER FRAMING ALI. FIXING EXTRUSIONS HIGH IMPACT PACKERS 35 SEALANT ON PEF ROD 30MM WIDE 0.55MM ALI. UNDERTRAY 2 TYPICAL VERTICAL JOINT ON BUILDING PAPER NOTE: TIMBER FRAMING TO BE AT 600 CTRS MAX FOR BOTH STUDS & NOGS. MAY BE REQUIRED AT CLOSER CENTERS SUBJECT TO ENGINEERING REQUIREMENTS.0

CLEATS AT PANEL FOLDS (FACTORY FITTED) OR BUILDING PAPER HIGH IMPACT PLASTIC PACKERS TYPICAL CORNER (PLAN DETAIL) HIGH IMPACT PLASTIC PACKERS ALI. FIXING EXTRUSIONS SEALANT ON PEF ROD 35 OR BUILDING PAPER 20 2 TYPICAL HORIZONTAL JOINT (SECTION DETAIL) NOTE: TIMBER FRAMING TO BE AT 600 CTRS MAX FOR BOTH STUDS & NOGS. MAY BE REQUIRED AT CLOSER CENTERS SUBJECT TO ENGINEERING REQUIREMENTS 2.0

FLASHING TAPE OVER HEAD FLASHING HEAD FLASHING BY JOINERY COMPANY BY OTHERS ALI. BACKFOLD REINFORCEMENT ANGLE MIN. PANEL OVERLAP TO JOINERY 5 8MM DRAINHOLE WITH GROMMETS 20 MIN 2 HEAD DETAIL (LIGHT COMMERCIAL) JOINERY AIRSEAL BY JOINERY SUBCONTRACTOR 5 JOINERY SEALED TO PANEL IMPORTANT: ENSURE 5MM MIN CLEARANCE FROM INSIDE OF SILL TRAY TO FLASHING TAPE, FOR PANEL UPSTAND 0.9MM ALI. BACKFOLD SUPPORT 2 0 BY OTHERS FACTORY FITTED CLEATS AT PANEL FOLDS SOAKERS AT PANEL JOINTS 2 SILL DETAIL (LIGHT COMMERCIAL) 3.0

JOINERY ALI. FIXING ANGLE & SEALANT ON PEF ROD 2 20 MIN. 5 MIN. ON TIMBER FRAMING JAMB DETAIL (LIGHT COMMERCIAL) 3.

STRAPPING MAY BE REQUIRED DEPENDING ON JOINERY PROFILE FLASHING TAPE OVER HEAD FLASHING 4MM FOLDED AMC PANEL FIXING LUGS ALI. BACKFOLD REINFORCEMENT ANGLE MIN. PANEL OVERLAP TO JOINERY 5 8MM DRAINHOLE WITH GROMMETS JOINERY 20 MIN. 2 FLASHING TAPE, PACKING & AIR SEAL HEAD DETAIL (RESIDENTIAL JOINERY) FLASHING TAPE, PACKING & AIR SEAL 5 JOINERY SEALED TO PANEL 0.9MM AL. BACKFOLD SUPPORT 2 0 IMPORTANT: ENSURE 5MM MIN CLEARANCE FROM INSIDE OF SILL TRAY TO FLASHING TAPE, FOR PANEL UPSTAND FACTORY FITTED CLEATS AT PANEL FOLDS SOAKERS AT PANEL JOINTS HIGH IMPACT PLASTIC PACKERS STRAPPING BY OTHERS MAY BE REQUIRED DEPENDING ON JOINERY PROFILE 2 SILL DETAIL (RESIDENTIAL JOINERY) 3.2

STRAPPING MAY BE REQUIRED DEPENDING ON JOINERY PROFILE FLASHING TAPE OVER HEAD FLASHING ALI. BACKFOLD REINFORCEMENT ANGLE MIN. PANEL OVERLAP TO JOINERY 5 8MM DRAINHOLE WITH GROMMETS JOINERY 20 MIN. 2 FLASHING TAPE, PACKING & AIR SEAL HEAD DETAIL OPTION 2 (RESIDENTIAL JOINERY) ALI. FIXING ANGLE & SEALANT ON PEF ROD JOINERY TO SUIT 2 5 MIN. STRAPPING (BY OTHERS) MAY BE REQUIRED DEPENDING ON JOINERY PROFILE FLASHING TAPE, PACKING & AIR SEAL TIMBER FRAMING 2 JAMB DETAIL (RESIDENTIAL JOINERY) 3.3

BUILDING PAPER LAPPED OVER HEAD FLASHING HEAD FLASHING BY JOINERY COMPANY ACM LUGS ALI. BACKFOLD REINFORCEMENT ANGLE MIN. PANEL OVERLAP TO JOINERY 5 8MM DRAINHOLE WITH GROMMETS 20 MIN 2 JOINERY, PACKING, AIR SEAL& FLEX. FLASHING TAPE ALL TYPICAL COMMERCIAL HEAD DETAIL JOINERY, PACKING, AIR SEAL& FLEX. FLASHING TAPE ALL JOINERY SEALED TO PANEL 0.9 ALI. BACKFOLD SUPPORT 2 0 IMPORTANT: ENSURE 5MM MIN CLEARANCE FROM INSIDE OF SILL TRAY TO FLASHING TAPE, FOR PANEL UPSTAND FACTORY FITTED CLEATS AT PANEL FOLDS 5 MIN. SOAKERS AT PANEL JOINTS 2 TYPICAL COMMERCIAL SILLDETAIL 3.4

AL. FIXING ANGLE & SEALANT ON PEF ROD JOINERY, PACKING, AIR SEAL& FLEX. FLASHING TAPE ALL 5MM MIN. PANEL COVER TO JOINERY 5 MIN OR BUILDING PAPER 2 20 MIN TYPICAL COMMERCIAL JAMB DETAIL 3.5

FACTORY FITTED CLEATS AT PANEL FOLDS 5 40 MIN. UNDERFLASHING AT JOINTS 75 MIN COVER 8MM DRAINAGE HOLES 50MM FROM PANEL ENDS 20 35 MIN CLEAR MEMBRANE ON PLY ROOF FRAMING HIGH IMPACT PLASTIC PACKERS 28 2 SOFFIT 8MM DRAINHOLE WITH GROMMETS ALI. FIXING ANGLE & SEALANT ON PEF ROD ACM FASCIA SOFFIT 4.0

5 UNDERFLASHING AT JOINTS FACTOR FITTED CLEATS AT PANEL FOLDS HIGH IMPACT PLASTIC PACKERS 40 MIN. 75 MIN COVER APRON FLASHING, TAKEN UP OVER PARAPET FRAMING 20 35 MIN CLEAR 8MM DRAINAGE HOLES 50MM FROM PANEL ENDS ROOF CLADDING TYPICAL PARAPET DETAIL HIGH IMPACT PLASTIC PACKERS FACTOR FITTED CLEATS AT PANEL FOLDS 8MM DRAINHOLE WITH GROMMETS AS REQUIRED 35 ALI. FIXING ANGLE & SEALANT ON PEF ROD 2 ACM FASCIA TO SOFFIT 4.

40 NOM. HIGH IMPACT PLASTIC PACKERS FACTOR FITTED CLEATS AT PANEL FOLDS 50 NOM. 30 0 46 NOM. 8MM DRAINHOLE WITH GROMMETS AS REQUIRED 3 5 DRIP EDGE AL FIXING ANGLE, FIXING EXTRUSION & SEALANT ON PEF ROD DRIP EDGE DETAIL 40 NOM. HIGH IMPACT PLASTIC PACKERS FACTOR FITTED CLEATS AT PANEL FOLDS 40 NOM. 0 0MM DIFFERENCE IN LEVEL FOR TOLERANCE / DRIP EDGE 8MM DRAINHOLE WITH GROMMETS AS REQUIRED 3 5 SOFFIT WITH EDGE TRIM ANGLE ALL CONT. BLACK POWDERCOATED ALI. EXTRUSION WITH VISIBLE SS FIXINGS @ 600 CTRS 2 OPEN FLUSH SOFFIT JOINT 4.2

5 SCREW FIXING WITH SEALANT FACTOR FITTED CLEATS AT PANEL FOLDS CONTINUOUS ACM PANEL CLOSER 6 8MM DRAINAGE HOLES 50MM FROM PANEL ENDS HIGH IMPACT PLASTIC PACKERS 20 35 MIN STAINLESS STEEL FIXINGS @ PANEL JOINTS MEMBRANE ON PLY TIMBER FRAMING NOTE: ) FOR USE WITH LOW ROOF UPSTAND LAP ONLY 2) THIS DETAIL DOES NOT MEET BUILDING CODE REQUIREMENTS BUT MAY BE OFFERED AS AN ACCEPTABLE SOLUTION 3) IT IS THE BUILDER / ARCHITECTS RESPONSIBILITY TO ENSURE THAT THIS DETAIL IS SATISFACTORY AND SPECIFIC INSTRUCTION IS REQUIRED FOR THIS DETAIL TO BE EMPLOYED PARAPET WITH MINIMAL UPSTAND 4.3

FLASHING TAPE LAPPED OVER ANGLE FOLDED ACM CLOSER WITH PRE DRILLED DRAINAGE HOLES 50 MIN 8MM DRAINAGE HOLES SEALANT BED CONCRETE SLAB AS REQUIRED TO SUIT ADJACENT GROUND BASE DETAIL 5.0

FLASHING TAPE LAPPED OVER CLOSER SCREW FIXING ALI. CLOSER ANGLE RIVET FIXING 50 MIN ALI. FIXING ANGLES 8MM DRAINAGE HOLES MECHANICAL FIXING CONCRETE SLAB 50 MIN (NTS) ADJACENT GROUND BASE DETAIL 5.

JOINERY, PACKING, AIR SEAL ALL BY OTHERS PANEL SEALED TO SILL TRAY BY SYMONITE 0.9MM AL. BACKFOLD SUPPORT HIGH IMPACT PLASTIC PACKERS AS REQUIRED UNDERFLASHING @ PANEL JOINTS BY SYMONITE 5MM MIN CLEARANCE AT SILL TRAY FOR PANEL UPSTAND 60MM MIN CLEARANCE FROM BOTTOM OF SILL TRAY LEG TO FRAMING BELOW JOINERY, PACKING, AIR SEAL ALL BY OTHERS UNDERFLASHING @ PANEL JOINTS MIN 5 FALL FACTORY FITTED CLEATS AT PANEL FOLDS 40 NOM. 40 NOM. HIGH IMPACT PLASTIC PACKERS AS REQUIRED OVER TIMBER FRAMING 8MM DRAINAGE HOLES WITH GROMMETS, 50 MM FROM PANEL ENDS 300 MIN TO ADJACENT GROUND FOR FIXING ACCESS 40 NOM. 3 HIGH IMPACT PLASTIC PACKERS BEYOND AT ACM PANEL JOINTS ALI. FIXING EXTRUSION PRECAST CONCRETE ADJACENT GROUND TYPICAL EYEBROW SILL DETAIL :5 @ A4 5.2

NOMINAL 40 ALUMINIUM COMPOSITE CLADDING SYSTEM HIGH IMPACT PLASTIC PACKERS 0.9MM ALI. BACKFOLD SUPPORT 40 NOMINAL AL. FIXING EXTRUSION & SEALANT ON PEF ROD UNDERFLASHING @ PANEL JOINTS BREATHABLE BUILDING PAPER OVER PLY / TIMBER FRAMING ALL 00 UPSTAND FACTORY FITTED CLEATS AT PANEL FOLDS MIN 5 5 40 NOMINAL TYPICAL UPSTAND DETAIL 5.3

HIGH IMPACT PLASTIC PACKERS AS REQUIRED 35 ALI. FIXING ANGLE, FIXING EXTRUSION, HIGH IMPACT PLASTIC PACKER, & SEALANT ON BACKING ROD TYPICAL INTERNAL CORNER 6.0

35 FIBRE CEMENT SHEET ALI. FIXING EXTRUSION, & SEALANT ON BACKING ROD INTERNAL CORNER BACK FLASHING INT. CORNER FIBRE CEMENT JUNTION 6.

35 ALI. FIXING EXTRUSION & SEALANT ON BACKING ROD VERTICAL PROFILED METAL CLADDING FLASHING INTERNAL CORNER / VERTICAL PROFILED METAL JUNTION 6.2

35 HORIZONTAL PROFILED METAL CLADDING COMPRESSIBLE FOAM SEAL ALI. FIXING EXTRUSION & SEALANT ON BACKING ROD CORNER FLASHING INTERNAL CORNER / HORIZONTAL PROFILED METAL JUNTION 6.3

35 SOFFIT LINING AL. FIXING EXTRUSION & SEALANT ON BACKING ROD TYPICAL WALL / SOFFIT JUNCTION 7.0

SOFFIT LINING INSTALLED AFTER ACM PANEL FLASHING 75 COVER. FIXING EXTRUSION WALL / RAKING SOFFIT JUNCTION OPTION AS REQ. 3 SOFFIT LINING INSTALLED AFTER ACM PANEL ALI. FIXING EXTRUSION & SEALANT ON BACKING ROD 2 WALL / RAKING SOFFIT JUNCTION OPTION 2 7.

SOFFIT FRAMING TO BE AT 450MM CTRS MAX PENETRATION TO BE CUT AROUND ON SITE AND COVE SEALED DOWNPIPE OR OVERFLOW BY OTHERS AL. FIXING EXTRUSION & SEALANT ON PEF ROD OR BUILDING PAPER WALL / SOFFIT JUNCTION & DOWNPIPE PENETRATION 7.2

PRE CAST CONCRETE WALL TIMBER FRAMING SCREW FIXING WITH NYLON PLUGS 2 28 HIGH IMPACT PLASTIC PACKERS ALI. FIXING ANGLE & SEALANT ON BACKING ROD DETAIL AT PRE CAST CONCRETE WALL 8.0

PRE CAST CONCRETE WALL BACK FLASHING SEALED TO SAWCUT CHASE (RECOMMENDED) NOTE: CHASED FLASHING IS RECOMMENDED AT ALL VERTICAL CONCRETE JUNCTION DETAILS. IT IS THE BUILDING DESIGNERS RESPONSIBILITY TO CHECK WITH APPLICABLE LOCAL BUILDING AUTHORITY AS TO WHETHER THIS IS REQUIRED 35 ALI. FIXING EXTRUSION & SEALANT ON BACKING ROD DETAIL AT PRE CAST CONCRETE WALL 8.

35 ALI. FIXING EXTRUSION & SEALANT ON BACKING ROD COLORSTEEL FLASHING, PRIOR TO INSTALLATION OF ACM TIMBER FRAMING COLOUR STEEL CLADDING ALL VERTICAL PROFILED METAL JUNCTION 9.0