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Rooftop Installation Manual

1. 19 Consumer 1 5 20 Contact Details n 20 Maintenance and CleaningT 21 1 5 21 Certificate of Compliance 21 Technical Drawings 1 22 PD el 22 VOL EM 23 doo MEME 24 Poo 25 Filati 26 POL inn 27 FALL 28 Ao p NM 29 Folies 30 P DO Lin 31 INTRODUCTION Thank you for choosing the SunLock solar panel roof mounting system Made from custom designed aluminium extrusions and components SunLock s streamlined design and improved frame strength greatly simplify solar panel installation Offering a high level of adjustability for module width and depth SunLock s versatile design makes it suitable for a wide variety of building types and zones including residential commercial and remote environments SunLock is backed by a 10 year warranty and is compliant with the AS NZS 1170 2 2011 Amdt 2 2012 on wind actions AS NZS16641 1 1997 on aluminium structures AS1720 1 2012 on timber structures AS NZS4600 2005 on cold formed steel structures WARNING Indicates a potentially hazardous situation which if not avoided could result in death or serious injury This symbol is not used for hazards relating to property damage unless there is also a ris
2. PORTRAIT MOUNTED 3 EQUAL CANTILEVER 10 TO 25 OF SOLAR PANEL PANEL SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL SUNLOCK MID CLAMP OR END CLAMP d6 3mm 14G TIMBER SCR 35mm INTO STEEL PURLIN BATTEN UNLOCK RAIL SL2R SLLF WITH 6 3mm 14G TIMBER SCREW 35mm INTO NLOCK CHANNEL E STEEL PURLIN BATTEN su PE E SLLF WITH G6 3mm 14G TIMBER SCREW 35mm INTO X ROOF SHEETING x SLLF WITH M8 BOLT TYPICAL TIMBER PURLIN BATTEN STEEL PURLIN BATTEN Z6 3mm 146 TIMBER SCREW 35mm INTO TIMBER NOTE SUNLOCK CHANNEL TO BE PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION e SOLAR PANEL TILTED FRAME AND FIXINGS FOR SUNLOCK e FOR 20 40 FRAME TILT ANGLES e PORTRAIT MOUNTED PANELS MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA e WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 3 Mz CAT 0 83 REGION A VR 45 m s REGION B VR 57 m s REGION C VR 69 m s REGION D VR 88 m s LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED BY A SUITABLY QUALIFIED STRUCTURAL ENGINEER TO ENSURE THAT IT CAN SUPPORT THE ADDITIONAL LOADS IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT
3. SUNLOCK CHANNEL MAXIMUM 10 ROOF PITCH H SOLAR PANELS TO BE CERTIFIED a SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm SLLF WITH FIX FOOTING BRACKET TO 6 3mm 14G TIMBER SCREW CONCRETE SLAB WITH 1M10 35mm INTO TIMBER PURLIN BATTEN STAINLESS STEEL DYNABOLT OR STEEL PURLIN BATTEN NS EQUIVALENT WATERPROOFING TO BUILDER S DETAIL MAX ULTIMATE UP LIFT FORCE PER FOOTING BRACKET 1 6kN I 14G TIMBER adc A sage INTO TIMBER BATTENS OR PURLINS TO SUPPORT PURLIN BATTEN FRAME TO BE JOINT GROUP J4 OR BETTER e NOTE SUNLOCK CHANNEL TO BE TIMBER BATTEN OR PURLIN 1300 TIMBER BATTEN OR PURLIN 1300 EMPLOYED WHEN TILT ANGLE AND MAX BATTEN SPACING MAX BATTEN SPACING T EXISTING PURLIN SPACING DICTATE THAT REAR LEG DOES NOT COINCIDE DETAIL WITH A PURLIN NOT TO SCALE MAXIMUM CANTILEVER OF ADJACENT BAY LONG LEG SPACING REFER TO TABLE RAIL JOINER LOCATION li 0 25 x LONG LEG SPACING ef CONCRETE EDGE Ll ee N I EE 3E L E CE p ALTERNATIVE CONCRETE CONT SRM oN LOCATON FIXI NG DETAI L SHORT LEG SPACING 1 5 REFER TO TABLE NOT TO SCALE SUNLOCK REAR FRAMING ELEVATION NOTE PROVIDE SLDB1200 40 x 3 FLAT ALUMINIUM DIAGONAL BRACE TO EACH END BAY PARTRIDGE STRUCTURAL PTY LTD 73 45 925 PREY Issue Amendment Level 5 1 Chandos Street St Leonards NSW 2065 Australia App Date i P1 PRELIMINAR
4. e MAX ULTIMATE UP LIFT FORCE PER L FOOT SOLAR PANELS SUNLOCK L FOOT BY OTHERS SLLF PLAN ON SOLAR PANELS NOT TO SCALE 1 6kN TIMBER BATTENS OR PURLINS TO SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER SUNLOCK RAIL SL2R SLLF YT MINIMUM OF ONE SUNLOCK L FOOT 06 3 14G TIMBER 7 SLLF BEYOND SUNLOCK END SCREW 35 SOLAR PANEL CLAMP mm WATERPROOF SOLAR PANEL ALT MINIMUM INTO SEAL BY BY OTHERS WN I o 3 TYPICAL SUNLOCK SUNLOCK MID RAIL SL2R EXISTING CLAMP Z UP LL TRUSS RAFTER SECTION NOT TO SCALE ROOF SHEETING Rev Issue Amendment PARTRIDGE STRUCTURAL PTY LTD ABN 73 002 451 925 Level 5 1 Chandos Street St Leonards NSW 2065 Australia t 612 9460 9000 f 612 9460 9090 e partridgeQpartridge com au w www partridge com au Pl PRELIMINARY ISSUE R H P2 PRELIMINARY ISSUE R H A ISSUED FOR CONSTRUCTION R H COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD SUNLOCK L FOOT EXISTING METAL 2 App Date 15 02 13 14 03 13 02 04 13 MAX L FOOT SPACING REFER TO TABLE MAX 1 3 L FOOT SPACING SOLAR PANEL CLAMPING POINTS PANEL FIXING NOT TO SCALE L FOOT FIXING NOT TO SCALE EXISTING ROOF BATTEN PURLIN ELECTRONIC SIGNATURE THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC
5. ET OCK Rooftop Installation Manual Version 4 4 updated April 2013 Australian Made www sunlock com au CONTENTS Introduction 7 3 Safety and Installer Responsibilities 4 gt Handling and Installing 4 gt Wind and Climate 10 4 Technical Specifications 5 vgilelsllle ii e 4 NR TRRMRCR D gt Features aa 9 gt Custom Design riecht 5 Before InstalliN 11 1 12 6 gt Receipt of Goods ieri 6 gt Tools Required for 6 SunLock Components 1 2 1 1 1 7 Designing Your Framing System 11 Determining Wind Terrain Category 12 Fixing Locations and Array Placement 13 Wind Region Map Australia in accordance with AS NZS 1170 2 2011 Amdt 2 2012 14 Installation 15 gt Installing L Feet on Steel Roofs 15 gt Installing Tile Brackets 16 Rooftop installation manual Version 4 4 updated April 2013 Warranty Against 1 15
6. MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH H B 0 5 amp H D 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm e FOR RAIL AND RAIL FIXING ONLY e MAX ULTIMATE UP LIFT FORCE PER L FOOT 1 05kN IN NON CYCLONIC REGIONS 0 63kN IN CYCLONIC REGIONS e MINIMUM STEEL BATTEN OR PURLIN THICKNESS 0 75mm GRADE 550 SOLAR PANEL CLAMPING POINTS PANEL FIXING NOT TO SCALE ELECTRONIC SIGNATURE THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Electronic Code Signature Date Design Drawn RH JR Scale at A3 Date N A FEB 2013 Job No Drg Amat 2013S0075 3 2 A EDGE ZONE TERRAIN CATEGORY 2 CORNER ZONE e INTERMEDIATE MAXIMUM L FOOT SPACING IN mm FOR STEEL BATTENS PURLINS WNDREGION B r D PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION e SOLAR PANEL TILTED FRAME AND FIXINGS FOR SUNLOCK INTERNAL SHORT LEG 10 5 e FOR 20 40 FRAME TILT ANGLES INTERMEDIATE SHORT LEG 715 ZONE 110 MANUFACTURER S NAME ENERGY MATTERS PTY LTD LONG LEG se DESIGN CRITERIA SHORT LEG e WIND SPEEDS AND PRESSURES ARE LONG LEG CALCULATED IN ACCORDANCE WITH AVERAGE HEIGHT e AS NZS 1170 2 2011 SHORT LEG e IMPORTANCE LEVEL 2 e ANNUAL PROBABILITY OF EXCEEDANCE 1 500 LONG LEG e TOPOGRAPHIC MULTIPLIER M 1 0 FLAT
7. MAX BATTEN SPACING MAX BATTEN SPACING REGIONS NOTE SUNLOCK CHANNEL TO BE EMPLOYED DETAIL e MINIMUM STEEL BATTEN OR PURLIN WHEN TILT ANGLE AND EXISTING PURLIN THICKNESS 0 75mm GRADE 550 W SPACING DICTATE THAT REAR LEG DOES NOT NOT TO SCALE COINCIDE WITH A PURLIN a MAXIMUM CANTILEVER OF ADJACENT BAY x LONG LEG SPACING RAIL JOINER LOCATION REFER TO TABLE __ _ LLL 0 25 x LONG LEG SPACING l 1 AI ma ms ALTERNATIVE CONCRETE DIAGONAL 0 25 x SHORT LEG SPACING DIAGONAL FIXING DETAIL BRACING BRACING SETS SHORT LEG SPACING REFER TO TABLE NOT TO SCALE SUNLOCK REAR FRAMING ELEVATION NOTE PROVIDE SLDB1200 40 x 3 FLAT ALUMINIUM DIAGONAL BRACE TO ELECTRONIC SIGNATURE EACH END BAY THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client Electronic Code Signature Date ENERGY MATTERS PTY LTD PARTRIDGE STRUCTURAL PTY LTD 73002451925 Prev Issue Amendment Level 5 1 Chandos Street St Leonards NSW 2065 Australia t 612 9460 9000 f 612 9460 9090 App Date R H 15 02 13 R H 14 03 13 PI PRELIMINARY ISSUE P2 PRELIMINARY ISSUE SUNLOCK Design x e partridge partridge com au w www partridge com au A ISSUED FOR CONSTRUCTION RH 02 04 13 MOUNTING SYSTEM AND FIXINGS B rud Te COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE N A FEB 2013 SPECI
8. Rev Issue Amendment P1 PRELIMINARY ISSUE P2 PRELIMINARY ISSUE A ISSUED FOR CONSTRUCTION PARTRIDGE STRUCTURAL PTY LTD ABN 73 002 451 925 Level 5 1 Chandos Street St Leonards NSW 2065 Australia t 612 9460 9000 f 612 9460 9090 e partridgeQpartridge com au w www partridge com au COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD RAIL SL2R MAY BE PLACED ON EITHER SIDE OF BRACKET Hi aio TYPICAL 7 App Date R H R H R H TERRAIN CATEGORY 3 MAXIMUM RAFTER SPACING S IN mm FOR TILED ROOFS OF PITCH 5 30 LOCATION No OF RAILS WIND REGION A WIND REGION B WIND REGION C SOLAR PANEL CLAMPING POINTS TO RAILS 2 RAIL PANEL FIXING NOT TO SCALE SOLAR PANEL CLAMPING POINTS TO RAILS 3 RAIL PANEL FIXING NOT TO SCALE SOLAR PANEL CLAMPING POINTS TO RAILS 4 RAIL PANEL FIXING NOT TO SCALE 15 02 13 14 03 13 02 04 13 PARTRIDGE STRUCTURAL REMEDIAL EVENT EXISTING RAFTER SUNLOCK TILE BRACKET SLTBOO5 SECTION NOT TO SCALE PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION e SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 5 30 TILED ROOFS e PORTRAIT MOUNTED PANELS e SUNLOCK TILE BRACKET SLTBOO5 MANUFACTURER S NAME ENERG
9. e TERRAIN CATEGORY 2 MzCAT 1 02xD OR 1xH e REGION A VR 45 m s e REGION B VR 57 m s e REGION C VR 2 69 m s METAL SHEETED ROOF INSTALLATION ZONES PORTRAIT e REGION D VR 88 m s SKEQUAL CANTILEVER 10 TO 25 OF MOUNTED SOLAR NOT TO SCALE PANEL SIZE IN ACCORDANCE WITH THE PANEL SOLAR PANEL MANUFACTURER S DETAIL LIMITATIONS e THE EXISTING ROOF CONSTRUCTION SHALL gt BE VERIFIED BY A SUITABLY QUALIFIED STRUCTURAL ENGINEER TO ENSURE THAT fa IT CAN SUPPORT THE ADDITIONAL LOADS d e IF THE BUILDING IS SITUATED ANYWHERE x O 2 w O 2 x SUNLOCK MID CLAMP OR END CLAMP 6 14G SELF DRILLING SCREW INTO STEEL PURLIN BATTEN OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN e MAXIMUM ROOF HEIGHT 10m MAXIMUM 10 ROOF PITCH e SOLAR PANELS TO BE CERTIFIED SUNLOCK RAIL SL2R SLLF WITH G6 3mm 14G SELF DRILLING SCREW INTO STEEL PURLIN BATTEN SLLF WITH M8 BOLT TYPICAL SEPARATELY N MAXIMUM SOLAR PANEL 1680 FIX FOOTING BRACKET TO ROOF SHEETING 6 3mm 14G SELF ME STEEL PURLIN BATTEN 1000mm CONCRETE SLAB WITH 1M10 DRILLING SCREW INTO e MAX ULTIMATE UP LIFT FORCE PER STAINLESS STEEL DYNABOLT OR STEEL PURLIN BATTEN EA TING ps CLIN Con EQUIVALENT WATERPROOFING STEEL BATTEN OR PURLIN 1300 STEEL BATTEN OR PURLIN 1300 x TO BUILDER S DETAIL eee CYCLONIC REGIONS 0 63kN IN CYCLONIC
10. 0 25 x SHORT LEG SPACING DIAGONAL FIXING DETAIL BRACING BRACING SHORT LEG SPACING SCALE 1 5 REFER TO TABLE NOT TO SCALE SUNLOCK REAR FRAMING ELEVATION a NOTE PROVIDE SLDB1200 40 x 3 FLAT ALUMINIUM DIAGONAL BRACE TO THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE EACH END BAY CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client Electronic Code Signature Date Level 5 1 Chandos Street St Leonards NSW 2065 Australia Pl PRELIMINARY ISSUE R H 15 02 13 t 612 9460 9000 f 612 9460 9090 P2 PRELIMINARY ISSUE RH 14 03 13 SUNLOCK e partridge partridge com au w www partridge com au A ISSUED FOR CONSTRUCTION R H 02 04 13 COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD Design Drawn RH JR MOUNTING SYSTEM AND FIXINGS PARTRIDGE ena STRUCTURAL REMEDIAL EVENT SHEETED ROOF AT MAX 10 PITCH TC3 Job No Drg STEEL ROOF STRUCTURE PORTRAIT CONFIGURATION 201350075 54 2 A EDGE ZONE PRODUCT NAME TERRAIN CATEGORY 2 INTERMEDIATE SUNLOCK SOLAR PANEL MOUNTING SYSTEM MAXIMUM L FOOT SPACING IN mm FOR TIMBER BATTENS PURLINS TC 2 PRODUCT DESCRIPTION WNDREGION A B D CORNER ZONE e SOLAR PANEL TILTED FRAME AND FIXINGS FOR SUNLOCK e FOR 20 AO FRAME TILT ANG
11. 2012 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M z 1 0 FLAT TERRAIN CATEGORY 2 Mz CAT 1 0 REGION A VR 45 m s REGION B VR 57 m s REGION C VR 69 m s REGION D VR 2 88 m s LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADS IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH H B 0 5 amp H D 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm FOR RAIL AND RAIL FIXING ONLY MAX ULTIMATE UP LIFT FORCE PER L FOOT 1 05kN IN NON CYCLONIC REGIONS 0 63kN IN CYCLONIC REGIONS MINIMUM STEEL BATTEN OR PURLIN THICKNESS 0 75mm GRADE 550 SOLAR PANEL CLAMPING POINTS PANEL FIXING NOT TO SCALE ELECTRONIC SIGNATURE THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Electronic Code Signature Date Design Drawn RH JR Scale at A3 Date N A FEB 2013 Job No Drg Amat 201350075 53 1 A EDGE EXCLUSION BATTEN amp RAIL SPACING AVERAGE HEIGHT CENTRAL ZONE ROOF INSTALLATION ZONES NOT TO SCALE TABLE VALUES FO
12. 9000 f 612 9460 9090 P2 PRELIMINARY ISSUE RH 14 03 13 SUNLOC RH JR e partridge partridge com au www partridge com au A ISSUED FOR CONSTRUCTION R H 02 04 13 MOUNTING SYSTEM AND FIXINGS suli m COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE DA IJ N D G H N A FEB 2013 SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE _ WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD STRUCTURAL REMEDIAL EVENT SHEETED ROOF AT MAX 10 PITCH TC3 Job No Drg TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION 201350075 5 2 A
13. A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m MAXIMUM 10 ROOF PITCH SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm MAX ULTIMATE UP LIFT FORCE PER FOOTING BRACKET 1 6kN TIMBER BATTENS OR PURLINS TO SUPPORT PURLIN BATTEN FRAME TO BE JOINT GROUP J4 OR BETTER TIMBER BATTEN OR PURLIN 1300 TIMBER BATTEN OR PURLIN 1300 EMPLOYED WHEN TILT ANGLE AND MAX BATTEN SPACING MAX BATTEN SPACING EXISTING PURLIN SPACING DICTATE THAT REAR LEG DOES NOT COINCIDE DETAIL WITH A PURLIN NOT TO SCALE MAXIMUM CANTILEVER OF ADJACENT BAY LONG LEG SPACING RAIL JOINER LOCATION REFER TO TABLE E 0 25 x LONG LEG SPACING LLL L 2L LI IL Lo Leo A C e ALTERNATIVE CONCRETE wr 7 DIAGONAL 0 25 x SHORT LEG SPACING FIXI MN L BRACING SHORT LEG SPACING pm REFER TO TABLE NOT TO SCALE SUNLOCK REAR FRAMING ELEVATION NOTE PROVIDE SLDB1200 40 x 3 FLAT ALUMINIUM DIAGONAL BRACE TO EACH END BAY ELECTRONIC SIGNATURE PARTRIDGE STRUCTURAL PTY LTD 002451925 Rev Issue Amendment Level 5 1 Chandos Street St Leonards NSW 2065 Australia Pl PRELIMINARY ISSUE THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE App Date CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client Electronic Code Signature Date Geass ENERGY MATTERS PTY LTD pon NLOCK Design Drawn t 612 9460
14. Region Wyndham Rooftop installation manual Version 4 4 updated April 2013 Region D 14 INSTALLATION Start any roof structure installation by marking the fixing points at the calculated centres and spacing along the proposed length of the array in a parallel row Rooftop installation manual Version 4 4 updated April 2013 Installing L Feet on Steel Roofs gt Fora steel roof with exposed fixings 1 Determine where the roof mounts will be positioned based on position of existing roof screws 2 Do not remove existing roof screws Instead install on unused crest This is because the existing screws are there to hold down the roof sheet while the new screws are there to hold down the solar system 3 Fix L feet in place and fix with the upright part of the L facing towards the ridge of the roof 4 Secure the L foot roof mounts with the roof screws Use the supplied isolation washers between the base of the L foot and the roof surface LOCK For a steel roof with hidden fixings clip type roofing Lift the sheets of steel to expose the structure beneath Using a marker mark out the precise locations of the structure below the roofing material and clip the roof back in place Place L feet on the markings and screw down with supplied isolation washers between the base of the foot and the roof surface Note SunLock can only be attached to 406 style roof she
15. panels SLEC004 34 46 mm panels SLECOO6 46 58 mm panels Rooftop installation manual Version 4 4 updated April 2013 8 SUNLOCK COMPONENTS CONTINUED SLMC Mid clamps fit between panels and hold the panels to the rails Two variations are available differing only by the length of the cap screw SLMCO24 30 40 mm panels SLMCO26 40 50 mm panels Note Other panel thickness accommodated by special orders Rooftop installation manual Version 4 4 updated April 2013 SLEL EarthLock system comprises the EarthLock washer SLELWO 1 and the EarthLock bonding terminal SLELBTO2 This system provides earth continuity from each panel frame to the rail allowing the quick and effective connection of the array to an earthing cable if required SLIMBOS Isolator Mounting Bracket is easily attached to the SunLock rail and provides a mounting surface for the rooftop DC isolator SUNLOCK COMPONENTS CONTINUED SLTL Tilt Leg kits comprise one front leg and one rear SLCA Channel Assembly allows tilt arrays to be SLTBLA Tile bracket landscape adaptors can be used leg The front leg is 150 mm long correctly inclined even if the purlins are not ideally spaced in conjunction with a tile bracket to convert a traditional or located The channel has outer dimensions of 41 3 x portrait solar array into landscape format bows Save treet 41 3 mm and is extruded from 6061 T6 structural grade SLTL500 5
16. panels and threads on the SunLock framing proposed solar array in linear metres 0609000000000000000000000000000000000000000000000000000000000000000000000000000090 A End clamps a minimum of 4 per row unless 3 rails are required of panels fitted at the ends W Drill or impact driver for driving roof material fixings amp Mid clamps 2 for every gap between neighbouring panels e g number of panels in row minus one multiplied by two v L feet or Tile Brackets at least 2 for each panel feet roof screws and isolation washers for steel roof interfaces tile brackets and rafter screws for tile roofs Refer to the drawings to determine the number of fixings required W Gloves for handling SunLock framing aluminium can CAUTION develop sharp corners A Refer to the section Designing Your Framing System before attempting installation Failure to correctly establish the requirements of the proposed installation site is dangerous and will void the framing warranty V For terracotta tile roof installation an angle grinder fitted with a continuous edge diamond tipped tile cutting blade gloves hearing protection a face protection mask and a suitably rated breathing protection mask for all people in proximity of grinding Rooftop installation manual Version 4 4 updated April 2013 6 SUNLOCK COMPONENTS SL2R Rails in pairs hold each panel row and are custom designed and Australian made 6
17. you must have complied with all reasonable instructions of Energy Matters whether written or verbal in relation to the transport installation care repair and use of the Frame and gt you must not have misused neglected damaged or modified the Frame LOCK Exclusions Our Warranty against Defects does not include damage caused to the Frame during shipment or storage of the Frame by a party other than Energy Matters damage caused to the Frame during installation by a party other than Energy Matters damage caused by Acts of God vermin animals or pests or by other causes or acts outside Energy Matters reasonable control or gt normal wear and tear including normal weathering Jurisdiction Our Warranty against Defects is to be construed in accordance with the laws of Victoria and any disputes will be determined by the exclusive jurisdiction of the courts of Victoria 19 CONSUMER GUARANTEES In addition to our Warranty against Defects the Frame also comes with guarantees that cannot be excluded under the Australian Consumer Law Consumer Guarantees In the event that the Frame fails to satisfy a Consumer Guarantee you are entitled to a replacement or refund for a major failure and compensation for any other reasonably foreseeable loss or damage You are also entitled to have the Frame repaired or replaced if the Frame fails to be of acceptable quality and the failure does not amount to a m
18. 00 mm rear leg aluminium with a minimum yield strength of 240 MPa SLTL600 600 mm rear leg SLCA1500 1500 mm long 2 L feet SLTL700 700 mm rear leg SLCA2000 2000 mm long 2 L feet SLTL800 800 mm rear leg SLCA3000 3000 mm long 2 L feet SLDB1200 Diagonal brace is to be used on each end of each row of the tilt array to provide bracing against side loads Rooftop installation manual Version 4 4 updated April 2013 10 DESIGNING YOUR FRAMING SYSTEM Design your system 1 Select the wind terrain category 2 Select the correct drawing 3 Determine the width of the edge zone 4 Head off the maximum fixing spacing and calculate the total number of fixings required The ten drawings are as follows 1 1 Tile roofs terrain category 2 1 2 Tile roofs terrain category 3 2 1 Tin roofs with steel purlins terrain category 2 2 2 Tin roofs with steel purlins terrain category 3 S3 1 Tin roofs with timber battens terrain category 2 S3 2 Tin roofs with timber battens terrain category 3 4 1 Tilt legs on roofs with steel purlins terrain category 2 4 2 Tilt legs on roofs with steel purlins terrain category 3 5 1 Tilt legs on roofs with timber battens terrain category 2 5 2 Tilt legs on roofs with timber battens terrain category 3 The installation site roof material roof angle the size and quantity of solar panels and the number of module rows used will determine the di
19. 106 T6 extruded aluminium Note custom rail lengths available on request Minimum order quantity deposit amp lead time apply Rail lengths For standard 808 mm For wider 990 1005 mm wide panels wide panels 2600 mm 2100 mm 3410 mm 3200 mm 4200 mm Rooftop installation manual Version 4 4 updated April 2013 SLJ150 Joiners extend SunLock Rails to any length as required by the quantity or width of the solar panels SLLF L foot roof mounts secure the railing to steel roofs Each L foot is supplied with a potable grade EPDM washer to prevent water ingress or galvanic corrosion with the roof material SLLF002 standard with a 75 mm roofing screw SLLF004 with a Tek screw SLLF005 with a 10 mm hole in the base SUNLOCK COMPONENTS CONTINUED SLTBOOS Adjustable tile brackets allow adjustment of SLECF Fixed end clamps are available in 35 38 or SLEC Adjustable End Clamps allow the easy the elevation and side position of the bracket to provide a 45 mm heights and are simple and fast to install modification of the clamp to suit almost any panel frame closer fit for different tile batten heights tile profiles and SLECF35 35 mm panels height Note Minimum of two fins must be engaged tile positions Each tile bracket includes two 90 mm roofing SLEC003 30 42 mm panels screws If attaching to hardwood of minimum joint group SLECF38 38 mm panels JD2 these can be substituted by 50 mm screws SLECF45 45 mm
20. E HEIGHT ROOF INSTALLATION ZONES NOT TO SCALE TABLE VALUES FOR EQUAL PANEL CANTILEVER IF PANEL CANTILEVERS ON EACH END OF PANEL DIFFER REDUCE TABLE VALUES BY FACTOR 1 13 PERMISSIBLE PANEL CANTILEVER 1076 2576 OF PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL MANUFACTURER SUNLOCK TILE BRACKET SLTBOO5 4 FIXINGS PER PANEL SUNLOCK END CLAMP OR SUNLOCK MID CLAMP SUNLOCK SOLAR PANELS EITHER SIDE OF BRACKET CLAMPING Hi aio TYPICAL 7 2 06 3 149 TIMBER SCREWS PRE DRILL HOLES SCREW THREAD MINIMUM 80 INTO RAFTER TYPICAL EXISTING RAFTER PANEL FIXING DETAIL NOT TO SCALE Rev Issue Amendment P1 PRELIMINARY ISSUE P2 PRELIMINARY ISSUE A ISSUED FOR CONSTRUCTION PARTRIDGE STRUCTURAL PTY LTD ABN 73 002 451 925 Level 5 1 Chandos Street St Leonards NSW 2065 Australia t 612 9460 9000 f 612 9460 9090 e partridgeQpartridge com au w www partridge com au COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD RAIL SL2R MAY BE PLACED ON TERRAIN CATEGORY 2 MAXIMUM RAFTER SPACING S IN mm FOR TILED ROOFS OF PITCH 5 30 35 MIN EXISTING P RAFTER SUNLOCK TILE BRACKET SLTBOO5 SOLAR PANEL CLAMPING POINTS TO RAILS 2 RAIL PANEL FIXING NOT TO SCALE SECTION NO
21. FIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD SHEETED ROOF AT MAX 10 PITCH TC2 Job No Drg STRUCTURAL REMEDIAL EVENT STEEL ROOF STRUCTURE PORTRAIT CONFIGURATION 201350075 54 1 A EDGE ZONE TERRAIN CATEGORY 3 INTERMEDIATE CORNER ZONE 0 2xD OR 1xH METAL SHEETED ROOF INSTALLATION ZONES NOT TO SCALE MAXIMUM L FOOT SPACING IN mm FOR STEEL BATTENS PURLINS WNDREGION B c D 810 ese ee en mo so PORTRAIT 3KEQUAL CANTILEVER 10 TO 25 OF MOUNTED SOLAR PANEL SIZE IN ACCORDANCE WITH THE PANEL SOLAR PANEL MANUFACTURER S DETAIL SUNLOCK RAIL SL2R PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL TILTED FRAME AND FIXINGS FOR SUNLOCK 5 ZONE LONG LEG I INTERMEDIATE SHORT LEG 1040 PORTRAIT MOUNTED PANELS MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH ASINZS 1170 2 2011 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 3 Mz CAT 0 83 REGION A VR 45 m s e REGION B VR 57 m s e REGION C VR 2 69 m s REGION D VR 88 m s LIMITATIONS e THE EXIST
22. IMUM ROOF HEIGHT 10m MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH H B 0 5 amp H D 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY e MAXIMUM SOLAR PANEL 1680mm x 1000mm e FOR RAIL AND RAIL FIXING ONLY e MAX ULTIMATE UP LIFT FORCE PER TILE BRACKET 1 03kN e TIMBER RAFTERS TO SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER SOLAR PANEL BY OTHERS mu SUNLOCK Ea END CLAMP SUNLOCK SUNLOCK RAIL SL2R MID CLAMP ELECTRONIC SIGNATURE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client Electronic Code Signature Date ENERGY MATTERS PTY LTD SUNLOCK MOUNTING SYSTEM AND FIXINGS Design Drawn RH JR Scale at A3 Date N A FEB 2013 Job No Drg Amat TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION 201350075 S1 1 A THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE EDGE EXCLUSION AVERAGE HEIGHT ROOF INSTALLATION ZONES NOT TO SCALE TABLE VALUES FOR EQUAL PANEL CANTILEVER IF PANEL CANTILEVERS ON EACH END OF PANEL DIFFER REDUCE TABLE VALUES BY FACTOR 1 13 PERMISSIBLE PANEL CANTILEVER 1076 2576 OF PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL MANUFACTURER SUNLOCK TILE BRACKET SLTBOO5 4 FIXINGS PER PANEL SUNLOCK END CLAMP OR SUNLOCK MID CLAMP SUNLOCK SOLAR PANELS 2 06 3 14G TIMBER SCREWS PRE DRILL HOLES SCREW THREAD MINIMUM 80 INTO RAFTER TYPICAL EXISTING RAFTER PANEL FIXING DETAIL NOT TO SCALE
23. ING ROOF CONSTRUCTION SHALL SUNLOCK MID BE VERIFIED BY A SUITABLY QUALIFIED CLAMP OR END a STRUCTURAL ENGINEER TO ENSURE THAT CLAMP ea IT CAN SUPPORT THE ADDITIONAL LOADS A e IF IHE BUILDING IS SITUATED ANYWHERE EN EN NUS OTHER THAN ON A FLAT AREA STEEL PURLIN BATTEN o IE A SLOPE A HILL ETC DO NOT USE THIS SS ieee 3 DRAWING CONTACT A STRUCTURAL SLLF WITH z ENGINEER FOR A CUSTOM DESIGN 4 6 3mm 14G SELF Me DORN L Z e MAXIMUM ROOF HEIGHT 10m DRILLING SCREW INTO MAXIMUM 10 ROOF PITCH STEEL PURLIN BATTEN e SOLAR PANELS TO BE CERTIFIED 1 SEPARATELY MAXIMUM SOLAR PANEL 1680mm x FIX FOOTING BRACKET TO STEEL PURLIN BATTEN ROOF SHEETING 6 3mm 14G SELF 1000mm CONCRETE SLAB WITH 1M10 i MAX ULTIMATE UP LIFT FORCE PER STAINLESS STEEL DYNABOLT OR STEEL PURLIN BATTEN FOOTING BRACKET 1 05kN IN NON EQUIVALENT WATERPROOFING STEEL BATTEN OR PURLIN 1300 STEEL BATTEN OR PURLIN 1300 CYCLONIC REGIONS 0 63kN IN CYCLONIC TO BUILDER S DETAI MAX BATTEN SPACING MAX BATTEN SPACING REGIONS NOTE SUNLOCK CHANNEL TO BE EMPLOYED DETAIL e MINIMUM STEEL BATTEN OR PURLIN WHEN TILT ANGLE AND EXISTING PURLIN THICKNESS 0 75mm GRADE 550 W SPACING DICTATE THAT REAR LEG DOES NOT NOT TO SCALE Co COINCIDE WITH A PURLIN a MAXIMUM CANTILEVER Lu OF ADJACENT BAY LONG LEG SPACING RAIL JOINER LOCATION REFER TO TABLE LL LLL 0 25 x LONG LEG SPACING O a y CI mE ALTERNATIVE CONCRETE RAIL JOINER LOCATION DIAGONAL
24. LES INTERNAL SHORT LEG 1270 1025 690 430 gt PORTRAIT MOUNTED PANELS w ZONE LONG LEG 1000 MANUFACTURER S NAME ENERGY MATTERS LTD x DESIGN CRITERIA lt e EDGE SHORT LEG ZONE LONG LEG WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 2 Mz CAT 1 0 REGION A VR 45 m s REGION B VR 57 m s REGION C VR 69 m s REGION D VR 88 m s LIMITATIONS CORNER SHORT LEG ZONE LONG LEG A MINIMUM OF 0 2 x B METAL SHEETED ROOF INSTALLATION ZONES NOT TO SCALE PORTRAIT MOUNTED SKEQUAL CANTILEVER 10 TO 25 OF N SOLAR PANEL PANEL SIZE IN ACCORDANCE WITH THE _ SOLAR PANEL MANUFACTURER S DETAIL TN e SUNLOCK RAIL SL2R SUNLOCK MID CLAMP THE EXISTING ROOF CONSTRUCTION SHALL OR END CLAMP A BE VERIFIED BY A SUITABLY QUALIFIED E STRUCTURAL ENGINEER TO ENSURE THAT IT 5 CAN SUPPORT THE ADDITIONAL LOADS 2 IF THE BUILDING IS SITUATED ANYWHERE EX OTHER THAN ON A FLAT AREA IE A SLOPE A e x O a x O 2 UNLOCK RAIL SL2R SLLF WITH 6 3mm 14G TIMBER SCREW 35mm INTO STEEL PURLIN BATTEN 6 3mm 14G TIMBER SCR 35mm INTO STEEL PURLIN BATTEN HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m SLLF WITH M8 BOLT TYPICAL
25. Limited being professional Structural Engineers within the meaning of the Building Code of Australia hereby certify that we have reviewed the structural design of the SunLock Solar Panel Roof Mounting System and associated fixing centres as detailed in the SunLock Rooftop Installation Manual Version 4 4 updated April 2013 and that this work is in accordance with the relevant provisions of the Standard Building Codes and in accordance with accepted engineering practice and principles This certification is subject to the limitations imposed on the system as detailed in the Manual This document does not constitute certification of the existing roof structure to which the mounting system is to be fixed Adequacy of the existing structure should be determined on site by the installer prior to installation This certificate shall not be construed as relieving any other party of their responsibilities liabilities or contractual obligations Z Rob O Reilly BE Hons MIEAust CPEng NPER Structural RPEQ For and on Behalf of Partridge Structural Ltd Level 5 1 Chandos Streat 51 Leonards NSW 2065 Australia 1612 9460 9000 612 9460 9090 e partridgedbpartridga corm au waw partridge comau Partridge Structural Pty 72002 45 925 Partrxige Evert Pty Lic 50 139 601 433 Partidos Remedizi Pty Ltd BD 145 920 S21 J2013S 0075 001 Rooftop installation manual Version 4 4 updated April 2013 21 EDGE EXCLUSION AVERAG
26. NARY ISSUE P2 PRELIMINARY ISSUE A ISSUED FOR CONSTRUCTION R H TERRAIN CATEGORY 2 MAXIMUM L FOOT SPACING IN mm FOR STEEL BATTENS PURLINS FOR SHEETED ROOFS OF PITCH 5 30 BATTEN amp RAIL ROOF ZONE SPACING CENTRAL ZONE ooo 1200 1300 SOLAR MODULE BY OTHERS SUNLOCK RAIL SL2R MODULE CLAMPS INTERMEDIATE RAIL OMITTED AT 900 1200 amp 1300 PRODUCT NAME MAX 1 3 L FOOT SPACING BATTEN RAIL SPACING PLAN ON SOLAR PANELS NOT TO SCALE MAX L FOOT SPACING SUNLOCK L FOOT REFER TO TABLE SLLF 1 womms UN L 7 CLAMP lt Z ED Li EXISTING METAL ROOF SHEETING L FOOT FIXING NOT TO SCALE App Date R H 15 02 13 R H 14 03 13 02 04 13 PARIRIDGE MAX 1 3 L FOOT SPACING MINIMUM OF ONE SUNLOCK L FOOT SLLF BEYOND SOLAR PANEL SUNLOCK END CLAMP SUNLOCK RAIL SL2R EXISTING ROOF BATTEN PURLIN Client ENERGY MATTERS PTY LTD SUNLOCK MOUNTING SYSTEM AND FIXINGS SHEETED ROOF 5 30 PITCH TC2 STRUCTURAL REMEDIAL EVENT TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 5 30 METAL SHEETED ROOFS PORTRAIT MOUNTED PANELS MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 AMDT 2
27. ON SOLAR PANELS NOT TO SCALE MAX L FOOT SPACING REFER TO TABLE MAX 1 3 L FOOT SPACING MINIMUM OF ONE SUNLOCK L FOOT SLLF BEYOND SOLAR PANEL SUNLOCK END CLAMP SUNLOCK RAIL SL2R EXISTING ROOF BATTEN PURLIN L FOOT FIXING NOT TO SCALE Client ENERGY MATTERS PTY LTD SUNLOCK MOUNTING SYSTEM AND FIXINGS 15 02 13 14 03 13 02 04 13 PARIRIDGE STRUCTURAL REMEDIAL EVENT SHEETED ROOF 5 30 PITCH TC3 TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION e SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK e FOR 5 30 METAL SHEETED ROOFS e PORTRAIT MOUNTED PANELS MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA e WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 ADMT 2 2012 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 3 Mz CAT 0 83 REGION A VR 45 m s REGION B VR 57 m s REGION C VR 69 m s REGION D VR 88 m s LIMITATIONS e THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADS e IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m
28. R EQUAL PANEL CANTILEVER IF PANEL CANTILEVERS ON EACH END OF PANEL DIFFER REDUCE TABLE VALUES BY FACTOR 1 09 PERMISSIBLE PANEL CANTILEVER 1076 2576 OF PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL MANUFACTURER SOLAR PANELS BY OTHERS SUNLOCK L FOOT SLLF SUNLOCK RAIL SL2R SLLF 06 3 14G SELF DRILLING SCREW SOLAR PANEL TYPICAL BY OTHERS EXISTING STEEL WATERPROOF SUNLOCK MID PURLIN OR BATTEN SEAL BY CLAMP INSTALLER EXISTING METAL ROOF SHEETING SECTION NOT TO SCALE Rev Issue Amendment P1 PRELIMINARY ISSUE P2 PRELIMINARY ISSUE A ISSUED FOR CONSTRUCTION PARTRIDGE STRUCTURAL PTY LTD ABN 73 002 451 925 Level 5 1 Chandos Street St Leonards NSW 2065 Australia t 612 9460 9000 f 612 9460 9090 e partridgeQpartridge com au w www partridge com au R H R H R H COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD SUNLOCK L FOOT ba ANI 3 7 F lt I Dd A NEP ED Li App Date TERRAIN CATEGORY 3 MAXIMUM L FOOT SPACING IN mm FOR STEEL BATTENS PURLINS FOR SHEETED ROOFS OF PITCH 5 30 MAX 1 3 L FOOT SPACING SOLAR MODULE BY OTHERS BATTEN RAIL SPACING SUNLOCK RAIL SL2R MODULE CLAMPS INTERMEDIATE RAIL OMITTED AT 900 1200 amp 1300 PLAN
29. SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client ENERGY MATTERS PTY LTD SUNLOCK MOUNTING SYSTEM AND FIXINGS PARIRIDGE STRUCTURAL REMEDIAL EVENT SHEETED ROOF 5 30 PITCH TC3 TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION Electronic Code Signature Date Design Drawn RH JR Scale at A3 Date N A FEB 2013 Job No Drg Amat 201350075 52 2 EDGE EXCLUSION AVERAGE HEIGHT ROOF INSTALLATION ZONES NOT TO SCALE TABLE VALUES FOR EQUAL PANEL CANTILEVER IF PANEL CANTILEVERS ON EACH END OF PANEL DIFFER REDUCE TABLE VALUES BY FACTOR 1 09 PERMISSIBLE PANEL CANTILEVER 1076 2576 OF PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL MANUFACTURER SOLAR PANELS BY OTHERS SLLF SUNLOCK RAIL SL2R 06 3 14G SELF DRILLING SCREW TYPICAL WATERPROOF SEAL BY INSTALLER EXISTING STEEL PURLIN OR BATTEN SECTION NOT TO SCALE PARTRIDGE STRUCTURAL PTY LTD ABN 73 002 451 925 Level 5 1 Chandos Street St Leonards NSW 2065 Australia t 612 9460 9000 f 612 9460 9090 e partridgeQpartridge com au w www partridge com au COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD SUNLOCK L FOOT Rev Issue Amendment P1 PRELIMI
30. T TO SCALE SOLAR PANEL POINTS TO RAILS 3 RAIL PANEL FIXING NOT TO SCALE EXISTING SUNLOCK TILE TILES SOLAR PANEL CLAMPING POINTS TO RAILS Ti DAC EXISTING EXISTING ROOF 4 RAIL PANEL FIXING RAFTER NOT SCALE SECTION NOT TO SCALE App Date RH 15 02 13 RH 14 03 13 R H 02 04 13 PARIRIDGE STRUCTURAL REMEDIAL EVENT TILED ROOF 5 30 PITCH TC2 ROOF BRACKET SLTB005 MAXIMUM RAFTER SPACING S 1 3 S AS PER TABLE i V J PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION e SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 5 30 TILED ROOFS e PORTRAIT MOUNTED PANELS e SUNLOCK TILE BRACKET SLTBOO5 MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA e WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 AMDT 2 2012 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 2 2 Mz CAT 1 0 REGION A VR 45 m s REGION B VR 57 m s REGION C VR 2 69 m s LIMITATIONS e THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADS e IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAX
31. URLINS FOR SHEETED ROOFS OF PITCH 5 30 EXCLUSION AVERAGE HEIGHT BATTEN amp RAIL ROOF ZONE SPACING DESIGN CRITERIA CENTRAL e WIND SPEEDS AND PRESSURES ARE ZONE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 AMDT 2 2012 s IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 3 Mz CAT 0 83 REGION A VR 45 m s e REGION B VR 57 m s MAX 1 3 m s ROOF INSTALLATION ZONES FOOT REGION D VR 88 ml LIMITATIONS e THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADS e IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH H B 0 5 amp H D 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm FOR RAIL AND RAIL FIXING ONLY TABLE VALUES FOR EQUAL PANEL CANTILEVER IF PANEL CANTILEVERS ON EACH END OF PANEL DIFFER REDUCE TABLE VALUES BY FACTOR 1 09 SOLAR MODULE BY OTHERS PERMISSIBLE PANEL CANTILEVER 10 25 OF PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL MANUFACTURER BATTEN RAIL SPACING SUNLOCK RAIL SL2R MODULE CLAMPS INTERMEDIATE RAIL OMITTED AT 900 1200 amp 1300 e
32. USTOM DESIGN MAXIMUM ROOF HEIGHT 10m MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH H B 0 5 amp H D 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm FOR RAIL AND RAIL FIXING ONLY MAX 1 3 L FOOT SPACING ROOF INSTALLATION ZONES NOT TO SCALE TABLE VALUES FOR EQUAL PANEL CANTILEVER IF PANEL CANTILEVERS ON EACH END OF PANEL DIFFER REDUCE TABLE VALUES BY FACTOR 1 09 SOLAR MODULE BY OTHERS PERMISSIBLE PANEL CANTILEVER 10 25 OF PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL MANUFACTURER BATTEN RAIL SPACING SUNLOCK RAIL SL2R MODULE CLAMPS INTERMEDIATE RAIL OMITTED AT 900 1200 amp 1300 e e MAX ULTIMATE UP LIFT FORCE PER L FOOT SOLAR PANELS SUNLOCK L FOOT BY OTHERS SLLF PLAN ON SOLAR PANELS NOT TO SCALE 1 6kN TIMBER BATTENS OR PURLINS TO SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER SUNLOCK RAIL SL2R SLLF YT MINIMUM OF ONE SUNLOCK L FOOT 06 3 14G TIMBER 7 SLLF BEYOND SUNLOCK END SCREW 35 SOLAR PANEL CLAMP mm WATERPROOF SOLAR PANEL ALT MINIMUM INTO SEAL BY BY OTHERS WN I o 3 TYPICAL SUNLOCK SUNLOCK MID RAIL SL2R EXISTING CLAMP Z UP LL TRUSS RAFTER I SECTION NOT TO SCALE ROOF SHEETING Rev Issue Amendment PARTRIDGE STRUCTURAL PTY LTD ABN 73 002 451 925 Level 5 1 Chandos Street St Leonards NSW 2065 Australia t 612 9460 9000 f 612 9460 9090 e partridgeQpartridge com au w www partridge c
33. Y ISSUE t 612 9460 9000 f 612 9460 9090 e partridgeQpartridge com au w www partridge com au ELECTRONIC SIGNATURE THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client Electronic Code Signature Date ENERGY MATTERS PTY LTD SUNLOCK P2 R H 15 02 13 PRELIMINARY ISSUE A R H 14 03 13 ISSUED FOR CONSTRUCTION 02 04 13 COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD Design Drawn RH JR MOUNTING SYSTEM AND FIXINGS EZ Dus PARIRIDGE NA STRUCTURAL REMEDIAL EVENT Drg Amat FEB 2013 SHEETED ROOF AT MAX 10 PITCH TC2 Job No TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION 201350075 55 1 A CORNER ZONE A MINIMUM OF 0 2 x B 0 2xD OR 1xH TERRAIN CATEGORY 3 MAXIMUM L FOOT SPACING IN mm FOR TIMBER BATTENS PURLINS OA B C D _ INTERNAL SHORT LEG 1440 1410 1005 ZONE LonaLEG 1295 1130 1255 1235 AVERAGE HEIGHT 670 415 SHORT LEG 925 500 LONG LEG 565 305 2 SHORT LEG LONG LEG 485 375 METAL SHEETED ROOF INSTALLATION ZONES NOT TO SCALE FIX FOOTING BRACKET TO CONCRETE SLAB WITH 1M10 STAINLESS STEEL DYNABOLT OR EQUIVALENT WATERPROOFING TO BUILDER S DETAIL CONCRETE EDGE
34. Y MATTERS PTY LTD DESIGN CRITERIA e WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 AMDT 2 2012 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M z 1 0 FLAT TERRAIN CATEGORY 3 Mz CAT 0 83 REGION A VR 45 m s REGION B VR 57 m s REGION C VR 69 m s LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADS IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH H B lt 0 5 amp H D lt 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm e FOR RAIL AND RAIL FIXING ONLY MAX ULTIMATE UP LIFT FORCE PER TILE BRACKET 1 03kN e TIMBER RAFTERS TO SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER EXISTING SUNLOCK TILE SOLAR PANEL ROOF BRACKET SLTBOO5 BY OTHERS TILES MAXIMUM RAFTER SPACING S 1 3 S AS PER TABLE i co Ti ONG EXISTING EXISTING ROOF RAFTER BATTEN SECTION NOT TO SCALE TILED ROOF 5 30 PITCH TC3 EL E V J mu SUNLOCK Ea END CLAMP SUNLOCK SUNLOCK RAIL SL2R MID CLAMP ELECTRONIC SIGNATURE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client Electron
35. ajor failure Please note that in addition to the rights and remedies set out in this document you may also have other rights and remedies available to you under the law Rooftop installation manual Version 4 4 updated April 2013 CONTACT DETAILS Energy Matters Pty Ltd trading as Energy Matters and Apollo Energy Address Ground Floor 359 361 City Rd Southbank VIC 3006 Postal Address PO Box 5265 South Melbourne VIC 3205 Sales and Service 1300 855 484 local call from anywhere in Australia International 61 3 9697 1900 Fax 61 3 9697 1919 Email sunlock apolloenergy com au 20 MAINTENANCE AND CLEANING CERTIFICATE OF COMPLIANCE 6106 T6 aluminium is largely maintenance free Only in highly polluted or marine conditions is rinsing with clean water required during scheduled panel cleaning PARTRIDGE April 26 2013 STRUCTURAL REMEDIAL EVENT REFERENCES Energy Matters Pty Ltd Ground Floor 359 361 City Road AS NZS 1170 2 2011 Amdt 2 2012 on wind actions VIG 3066 A ion MrJ L AS NZS16641 1 1997 on aluminium structures ALLIN A aya AS1720 1 2012 on timber structures AS NZS4600 2005 on cold formed steel structures CERTIFICATE OF STRUCTURAL ADEQUACY Project Description SunLock Solar Panel Roof Mounting System AS3566 2011 self drilling screws for the building Rooftop Installation Manual Version 4 4 April 2013 and construction industries We Partridge Partners Pty
36. e is defective acopy of your invoice receipt or any other document which provides proof of purchase details of any expenses you have incurred in making your claim and details of how we should contact you Rooftop installation manual Version 4 4 updated April 2013 Within a reasonable time after receipt of your claim we will contact you to arrange a time to attend the premises at which the Frame is located Remedies If we determine that the Frame is defective and the defect is not a major failure then if possible we will try to repair the defective Frame at the premises If this is not possible we will remove the defective Frame and provide a replacement Frame at our expense If we determine that the Frame is defective and the defect is a major failure then you have the option of rejecting the Frame and obtaining a refund from us rejecting the Frame and obtaining a replacement Frame from us at our expense or of keeping the Frame and receiving compensation from us for the difference between the actual value of the Frame and the amount you paid for the Frame If we determine that the Frame is defective we will also pay the substantiated reasonable expenses incurred by you in making your claim Your obligations In order to have the benefit of our Warranty against Defects gt if you are a Purchaser you must have paid all amounts owed by you to Energy Matters in relation to the purchase of the Frame
37. esidential buildings gt Marine applications and remote areas Features 6106 T6 aluminium extrusion with 210 MPa yield strength Ripple design on rail L foot and tile brackets increases joint strength Suitable for buildings up to 10 m in height Suitable for roof slopes in the range from 5 to 30 gt Inherent corrosion resistance resulting in low ongoing maintenance and an extended product life Complies with Australian New Zealand Standard on Wind Actions AS NZS 1170 2 2011 Amdt 2 2012 gt Optional anodised finish standard is mill finish gt Australian design and manufacture Rooftop installation manual Version 4 4 updated April 2013 Custom Design A SunLock frame can be designed to suit almost any roof and wind region including buildings up to 200 m in height roof pitches up to 65 and located on slopes or hills For a custom design please contact either SunLock or an Australian registered structural engineer BEFORE INSTALLING Receipt of Goods Tools Required for Installation Check that the SunLock equipment is undamaged and W T bar Allen Key or 6 mm hexagonal driver bit If using that the order is complete Check for correct quantities a 6 mm driver bit make sure the cordless power tool of the following items used for driving has a hand tight clutch setting and a fine soft impact drive to prevent damage to the fragile VW Rails slightly more than twice the length of the glass
38. ets foot fits to the crest 15 INSTALLATION CONTINUED Installing Tile Brackets Installation of the SLTB005 Adjustable Tile Bracket requires no special tools only a 13 mm socket spanner and the 6 mm internal hex driver Allen key normally used for SunLock framing Expose the timber rafters where the SunLock Tile Brackets are to be attached by sliding or removing tiles at a suitable spacing gt Loosely assemble the tile brackets ready for adjustment Place the first tile bracket on a rafter and adjust the elevation to a low and flush fit Use a 13 mm socket to secure the bolt assembly Generally the other brackets on the roof can be adjusted to the same elevation position Attach the tile brackets to the rafters using the supplied screws To prevent splitting the timber pre drill the screw holes at an inward facing angle This is especially important for hardwood rafters gt Move the tiles back into place Attach the SunLock rails to the Adjustable Tile Bracket uprights and your framing installation is nearly complete Tile brackets are supplied as standard with 90 mm timber roofing screws which supply the required 80 mm embedment in softwood rafters For hardwood rafters the embedment can be reduced to 40 mm i e use at least a 50 mm screw or longer if you have any packers between the tile bracket and the rafter If the purlins are steel e g cold formed galvanized c sections note that Tek screw
39. ic Code Signature Date ENERGY MATTERS PTY LTD SUNLOCK MOUNTING SYSTEM AND FIXINGS Design Drawn RH JR Scale at A3 Date N A FEB 2013 Job No Drg Amat TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION 201350075 S1 2 A THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK e FOR 5 30 METAL SHEETED ROOFS e PORTRAIT MOUNTED PANELS MANUFACTURER S NAME ENERGY MATTERS PTY LTD TERRAIN CATEGORY 2 EDGE MAXIMUM L FOOT SPACING IN mm FOR TIMBER BATTENS PURLINS FOR SHEETED ROOFS OF PITCH 5 30 EXCLUSION AVERAGE HEIGHT BATTEN amp RAIL ROOF ZONE SPACING DESIGN CRITERIA CENTRAL e WIND SPEEDS AND PRESSURES ARE ZONE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 AMDT 2 2012 s IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 2 Mz CAT 1 0 REGION A VR 45 m s REGION B VR 57 m s REGION C VR 69 m s REGION D VR 88 m s LIMITATIONS e THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL LOADS e IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A C
40. k of personal injury to this level CAUTION Indicates a potentially hazardous situation which if not avoided may result in minor or moderate injury It may also be used to draw attention to unsafe practices that may cause damage to property CAUTION Rooftop installation manual Version 4 4 updated April 2013 SAFETY AND INSTALLER RESPONSIBILITIES Handling and Installing SunLock It is critically important that safety practices are observed when installing SunLock Do not throw or roughly handle any SunLock components Do not bring SunLock into contact with sharp or heavy objects Do not modify SunLock components in any way The exchange of bolts drilling of holes bending or any other physical changes not described in standard installation procedure will void the warranty gt It is the installer s responsibility to verify the integrity of the structure to which SunLock is fixed Roofs or structures with rotten rusted purlins undersized purlins excessively spaced purlins or any other unsuitable substructure cannot be used with SunLock and installation on such structures will void the warranty and could result in death or serious injury Rooftop installation manual Version 4 4 updated April 2013 Wind and Climate Design A SunLock frame installed in accordance with this installation manual is compliant with AS NZS 1170 2 2011 Amdt 2 2012 This manual including the drawings cannot cover a
41. lating the roof length and dividing this result by 3 An exclusion zone of 200 mm must be made on the edges of the roof Determining the width of the edge and intermediate zones A The width of the edge and and intermediate zones A is determined by calculating each of the following values and then using the smallest gt 0 2xB 0 2xD H Rooftop installation manual Version 4 4 updated April 2013 Flush mounted arrays AVERAGE HEIGHT Tilt mounted arrays AVERAGE HEIGHT ETTLOCK WIND REGION MAP AUSTRALIA in accordance with AS NZS 1170 2 2011 Amdt 2 2012 Included towns 50km Region A Region C ee gt gt Callytharra Springs gt Borroloola TS Gascoyne Junction gt Broome amp gt Green Head gt Bundaberg 2 Kununurra Burketown Lord Howe Island Cairns gt Morawa Cocos Islands I gt Toowoomba gt Darwin 20 gt Wittanoom gt Derby gt Bourke gt Karumba Region B gt Mackay 25 25 gt Adelaide River Atherton gt Millstream 4 Biloela gt Moreton 21 a gt Brisbane gt Nhulunbuy 30 Christmas Island gt Normanton 30 gt Collinsville Rockhampton gt Corindi gt Townsville A gt Geraldton c gt Ivanhoe REGIONE gt Kyogle gt Carnarvon Marble Bar Exmouth Region A N Mulena gt Karratha Region B gt Norfolk Island gt Onslow Torres Strait Islands gt Port Hedland
42. ll types of buildings and eventualities For buildings outside the limits stated on the drawings maximum 10 m roof height maximum roof pitch 30 slopes hills contact a structural engineer for a custom design AS NZS 1170 2 2011 Amat 2 2012 provides guidance on determining the wind pressures applicable to your SunLock install site taking into account roof shape and geographic location Sufficient guidance is given in this document but you may wish to procure a copy of these standards if your company installs Australia New Zealand wide REMEMBER average wind speeds are higher for structures mounted closer to the roof perimeter zone edge Make sure your installation complies with local and national building codes Take into account relevant design parameters wind speed exposure and topographic factor when determining the loading for the installation If alternative fasteners are used fix the framing to the roof assuming supplied fasteners are unsuitable for any reason all screw fasteners must conform to corrosion resistance Class 4 Australian Standard AS3566 and be of equal or greater strength to those supplied with your SunLock order A INSTALLATION OF THIS PRODUCT IS TO BE PERFORMED ONLY BY PROFESSIONALLY TRAINED INSTALLERS Any attempt by an unqualified person to install this product could result in death or serious injury TECHNICAL SPECIFICATIONS Applications Commercial and r
43. luding grassland with well scattered obstructions having heights generally from 1 5 metres to 5 metres Examples include farmland or cleared sub divisions with isolated trees and uncut grass Terrain Category 3 Terrain with numerous closely spaced obstructions having heights generally from 3 metres to 10 metres Examples include typical suburban housing or light industrial areas Rooftop installation manual Version 4 4 updated April 2013 Terrain Category 2 TC2 Terrain Category TC3 12 FIXING LOCATIONS AND ARRAY PLACEMENT oolar panels can be installed anywhere on the roof as long as sufficient fixings are used Higher wind speeds are encountered at the edges of roofs and therefore more fixings are required in these areas For a flush mounted array a roof can be divided into two zones the central zone and the end zone The width of these zones can be determined based on the length of the building For a tilted array a roof can be divided into three zones the internal zone intermediate zone and the edge zone The width of these outer zones can be determined based on the length width and average height of the building If fixings are located in the intermediate edge or end zones then the maximum spacing to the next fixing must be reduced as per the table in the drawings Determining the width of the central and end zones B 3 The width of the central and end zones is determined by calcu
44. mensions quantity and layout of framing components required for installation This section of the installation manual can assist you to determine critical job specifications Rooftop installation manual Version 4 4 updated April 2013 In most cases the SunLock frame itself rails and clamps is strong enough to withstand any wind load When designing the frame the two main points to consider are gt ensuring sufficient fixings are used to hold the SunLock frame to the roof frame ensuring the roof frame itself is not overloaded by the extra wind load from the solar system Ten drawings have been supplied with this installation manual one for each roof type Select the appropriate drawing for the installation site and follow the detailed instructions contained within it Note the following details When a panel covers three roof battens then three rails should be used This ensures that the battens are not overloaded by the point loads from the L feet In other words for tin roof installations where the purlin spacing is less than 750 mm three rails should be used per row of panels Ensure panels are installed in accordance with the solar panel manufacturer s installation manual Typically these manuals state that the clamps holding the panel to the rail must be installed in a certain region commonly a maximum of 10 25 of the length of the panel from each end of the panel Terrain Category 2 Open terrain inc
45. nd tighten the screw 2 3 turns to loosely hold the clamp in position Ensure the EarthLock washer is placed between the SunLock rail and the frame of the panel 17 INSTALLATION CONTINUED E jP j j L 11 1 j C j eee ws IIeISIIIMQIII I I le 5 MUN Decl NOM aa a WOW OO NAR RRS SRR SE N AA cael E is Ns 8 Check Alignment of the Array 9 Continue Installing Mid Clamps Slide second panel firmly into place against the After fixing the first 2 panels check that the array is Continue to clamp the neighbouring panels in the array mid clamps and fasten bolts straight If there appears to be a deviation from square to the rails e g if the ridge cap shows the row to be falling or rising slightly readjust the panels until they appear square with the roof Alternatively measure the distance from the rail to the edge of the panel PAPERE Z 7 fe 2777 Vey hy 10 Install End Clamps 11 EarthLock Bonding Terminal 12 Isolator mounting bracket Finish the array row by securing the remaining two Fasten the EarthLock Bonding Terminal directly to a Fasten the Isolator Mounting Bracket to the end of the end clamps You should have a minimum of 50 mm SunLock rail by placing the insert key in the rail and SunLock rail The DC isolator can then be fixed
46. om au Pl PRELIMINARY ISSUE R H P2 PRELIMINARY ISSUE R H A ISSUED FOR CONSTRUCTION R H COPYRIGHT THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE STRUCTURAL PTY LTD SUNLOCK L FOOT EXISTING METAL 2 App Date 15 02 13 14 03 13 02 04 13 MAX L FOOT SPACING REFER TO TABLE MAX 1 3 L FOOT SPACING SOLAR PANEL CLAMPING POINTS PANEL FIXING NOT TO SCALE L FOOT FIXING NOT TO SCALE EXISTING ROOF BATTEN PURLIN ELECTRONIC SIGNATURE THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Client ENERGY MATTERS PTY LTD SUNLOCK MOUNTING SYSTEM AND FIXINGS PARIRIDGE STRUCTURAL REMEDIAL EVENT SHEETED ROOF 5 30 PITCH TC2 TIMBER ROOF STRUCTURE PORTRAIT CONFIGURATION Electronic Code Signature Date Design Drawn RH JR Scale at A3 Date N A FEB 2013 Job No Drg Amdt 2013S0075 2 1 A PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK e FOR 5 30 METAL SHEETED ROOFS e PORTRAIT MOUNTED PANELS MANUFACTURER S NAME ENERGY MATTERS PTY LTD TERRAIN CATEGORY 3 EDGE MAXIMUM L FOOT SPACING IN mm FOR TIMBER BATTENS P
47. s cannot be used unless the purlin is at least 3 mm thick as they do not have sufficient pull out capacity Other options are to position a section of timber in the section and screw into the timber or use bolts washers and nuts Rooftop installation manual Version 4 4 updated April 2013 16 INSTALLATION CONTINUED 1 Connecting Rail to Roof Mounts 2 Connecting Rail to Roof Mounts Connect the rail to the roof mounts by inserting the roof The rail can be adjusted vertically within the roof mount keylock into the rail channel Make sure the ridged attachment slot when bolts are loosely fastened rail surface faces the ridged surface of roof attachments Fasten the cap screw on the keylock 2 3 turns to loosely hold the rail in position 4 Connecting Multiple Rails 5 Installing End Clamps Fasten cap screws to secure Insert keylock of the end clamp into the rail channel Using a 6 mm hex driver Allen key secure the first solar panel to the railing starting as close to the end of the row as possible A minimum of 50 mm between the end of the rail and edge of the first solar panel is required Rooftop installation manual Version 4 4 updated April 2013 3 Connecting Multiple Rails Join rail segments by inserting the rail joiner into the rail channel 6 Installing Mid Clamps Insert the keylock of the mid clamp into the rail channel and position the clamp against the first panel frame Ha
48. to this plate clearance between the edge of the last panel and the tightening the cap screw end of the rail Tighten all bolts to secure the panels Note The SLELBTO2 can be connected to the top or the side of the rail Rooftop installation manual Version 4 4 updated April 2013 18 WARRANTY AGAINST DEFECTS Energy Matters Pty Ltd trading as Energy Matters and Apollo Energy Energy Matters is the manufacturer of the Sunlock Solar Module Mounting System Frame Energy Matters warrants on the terms set out below that the Frame will be free from defects in materials and workmanship for a period of 10 years from the date on which the Frame is purchased from Energy Matters Warranty against Defects Transferability Our Warranty against Defects is only provided to the original purchaser of the Frame from Energy Matters Purchaser or where the Purchaser is an installer or builder who on supplies the Frame to another party to that other party End User Our Warranty against Defects is not otherwise transferable Making a claim If you believe that the Frame is defective and you are an End User you may either make a claim against the installer or builder from whom you purchased the Frame or you may make a claim against us directly In order to make a claim against us you must post fax or email us a notice using the contact details set out below In your notice you must provide details of why you believe the Fram

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