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Rooftop Installation Manual

1. 2 96 3 146 END TIMBER SCREWS CLAMP PRE DRILL HOLES SCREW THREAD O RENE MINIMUM 70 A INTO RAFTER EXISTING RAFTER TYPICAL eve L IL RAIL SLR PANEL FIXING DETAIL NOT TO SCALE EXISTING RAFTER EXISTING ROOF BATTEN SECTION 9 2011 PARTRIDGE PARTNERS PTY LIMITED ABN 73 002 451 925 NOT TO SCALE COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PARTNERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE BY ANY MEANS OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE PARTNERS PTY LIMITED THIS APPROVED FOR CONSTRUCTION THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING SHALL NOT BE CHANGED ALTERED OR AMENDED BY ANY PARTY FOR ANY PURPOSE OTHER THAN BY PARTRIDGE PARTNERS PTY LIMITED DRAWING ISSUED FOR CONSTRUCTION No Issue Amendment Date Client Electronic Code Signature Date ISSUED FOR CONSTRUCTION 08 ENERGY MATTERS PTY LTD Liability limited by Partridge Partners Design Drown THE SUNLOGK under Professional RAFTER SPACING AMENDED 0 11 w l Stordords Legislation WIND REGION A AMENDED 0 09 12 tenes Leva Ser MOUNTING SYSTEM AND FIXINGS p TT EXCELLENCE Facade Forensic Events Tel 9460 9000 Email partridgeGportridge com au TILED ROOF 10 20 PITCH
2. Rooftop Installation Manual Version 4 1 updated February 2012 Australian Made www sunlock com au CONTENTS Introduction 3 Safety and Installer Responsibilities 4 gt Handling and Installing SunLocK aa 4 gt Wind and Climate Design 4 Technical Specifications 5 gt AD DIICATONS s occ mun u ayna a td 5 gt TRECE 5 gt 5 Before Installing 6 gt Receipt of Goods steterit 6 gt Tools Required for Installation se 6 SunLock Components 7 Designing Your Framing System 11 Fixing Locations and Array Placement 12 Wind Region Map Australia in accordance with 251170 2 2011 13 Installation 14 gt Installing L Feet on Steel 14 gt Installing Tile Brackets 15 Warranty Against Defects 18 Consumer 19 Contact Details hse 19 Maintenance and 20 References sosusaausnmieutiRo a anuli 20 qM 27 OD EN 28 c 29 H 30 Rooftop installation manual Version 4 1 updated February 2012 INTRODUCTION Thank you for choosing the SunLock solar panel roof mountin
3. SCALE 1 5 APPROVED FOR CONSTRUCTION Partridge Partners SUNLOCK Structural Engineers Level 4 1 Chandos Street Domestic Commercial St Leonards NSW 2065 Facade Forensic Events Tel 9460 9000 PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL TILTED FRAME AND FIXINGS FOR SUNLOCK FOR 20 40 FRAME TILT ANGLES 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 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 MOUNTING SYSTEM AND FIXINGS Email partridge partridge com ou SHEETED ROOF AT MAXIMUM 10 PITCH Web www partridge com au STEEL ROOF STRUCTURE 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 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 05kN IN NON CYCLONIC REGIONS
4. DRAWING SHALL NOT BE CHANGED ALTERED OR AMENDED BY ANY PARTY FOR ANY PURPOSE OTHER THAN BY PARTRIDGE PARTNERS PTY LIMITED No Issue Amendment_ Date ISSUED FOR CONSTRUCTION GENERAL REVISIONS RAFTER SPACING AMENDED WIND REGION A amp B AMENDED Liability limited by a scheme approved under Professional Standards Legislation COVER OF EXCELLENCE Partridge Partners Structural Engineers Domestic Commercial Facade Forensic Events RAIL SLR EXISTING ROOF BATTEN SECTION NOT TO SCALE APPROVED FOR CONSTRUCTION Client ENERGY MATTERS PTY LTD SUNLOCK Level 4 St Leonards NSW 2065 Tel 9460 9000 Email partridge partridge com au Web www partridge com au 1 Chandos Street TILED ROOF 20 35 PITCH TIMBER ROOF STRUCTURE MOUNTING SYSTEM AND FIXINGS PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 20 35 TILED ROOFS e PORTRAIT MOUNTED PANELS e SUNLOCK TILE BRACKET MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA 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 LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FO
5. 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 Rooftop installation manual Version 4 1 updated February 2012 18 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 major 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 CONTACT DETAILS Energy Matters Pty Ltd trading as Energy Matters and Apollo Energy Address Level 2 101 105 Clarke Street South Melbourne VIC 3205 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 1990 Fax 61 3 9697 1919 Email info sunlock com au Rooftop installation manual Version 4
6. 0 63kN IN CYCLONIC REGIONS MINIMUM STEEL BATTEN OR PURLIN THICKNESS 0 75mm GRADE 550 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 RO53854 21 02 12 Design Drawn Scale at A3 Date Job No Drg No 2011 0063 S7 c PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL TILTED FRAME AND FIXINGS FOR SUNLOCK e FOR 20 40 FRAME TILT ANGLES PORTRAIT MOUNTED PANELS MANUFACTURER S NAME INTERMEDIATE SHORT LEG 1090 ENERGY MATTERS PTY LTD ee abe DESIGN CRITERIA EDGE SHORT LEG 820 e WIND SPEEDS AND PRESSURES ARE ZONE LONG LEG 500 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 AVERAGE HEIGHT A MINIMUM OF 0 2 x B PORTRAIT MOUNTED REGION A VR 45 m s 0 2xD OR 1xH SOLAR PANEL REGION B VR 57 m s SUNLOCK RAIL SLR REGION C VR 69 m s METAL SHEETED ROOF INSTALLATION ZONES REGION D VR 88 m s NOT TO SCALE SUNLOCK MID LIMITATIONS CLAMP OR END CLAMP 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 F
7. 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 LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS Tocem OF SUPPORTING THE ADDITIONAL 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 10 ROOF PITCH MAXIMUM 20 ROOF PITCH 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 FOOTING BRACKET 0 77kN e TIMBER RAFTERS TO SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER SUNLOCK END CLAMP 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 Scale at A3 Date Job No Drg No TIMBER ROOF STRUCTURE 2011 0063 59 A PRODUCT NAME TERRAIN CATEGORY 3 SUNLOCK SOLAR PANEL MOUNTING SYSTEM MAXIMUM RAFTER SPACING S IN mm FOR TILED ROOFS OF PITCH 20 35 PRODUCT DESCRIPTION LOCATION No OF RAILS WIND REGION A WIND REGION B T POR SUNIDGE POR Don se TILED ROUES FOR SUNLOCK FOR 20 35 TILED ROOFS EDGE ZONE PORTRAIT MOUNTED PANELS wem
8. February 2012 16 INSTALLATION CONTINUED 7 Installing Mid Clamps Slide second panel firmly into place against the mid clamps and fasten bolts 10 Install End Clamps Finish the array row by securing the remaining two end clamps You should have a minimum of 50 mm clearance between the edge of the last panel and the end of the rail Tighten all bolts to secure the panels 8 Check Alignment of the Array After fixing the first 2 panels check that the array is straight If there appears to be a deviation from square 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 11 EarthLock Bonding Terminal Fasten the EarthLock Bonding Terminal directly to a SunLock rail by placing the insert key in the rail and tightening the cap screw Note The SLELBTO 2 can be connected to the top or the side of the rail Continue to clamp the neighbouring panels in the array to the rails Rooftop installation manual Version 4 1 updated February 2012 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
9. Job No Drg No Web wwwporridgecome TIMBER ROOF STRUCTURE 2011 0063 S1 D MAXIMUM RAFTER SPACING S INTERNAL ZONE A MINIMUM OF 0 2 x B 0 2xD OR 1x TILED ROOF INSTALLATION ZONES NOT TO SCALE 3K CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL SUNLOCK TILE 4 FIXINGS PER PANEL BRACKET SLTB SUNLOCK END CLAMP OR SUNLOCK MID CLAMP SUNLOCK SOLAR PANELS RAIL SLR SUNLOCK TILE BRACKET SLTB 2 RAIL PANEL FIXING 3 RAIL PANEL FIXING IN mm FOR TILED ROOFS OF PITCH 20 35 SOLAR PANEL CLAMPING MI POINTS TO RAILS EXISTING RAFTER SUNLOCK TILE BRACKET SLTB SOLAR PANEL CLAMPING POINTS TO RAILS SECTION NOT TO SCALE SOLAR PANEL BY OTHERS MAXIMUM RAFTER SPACING AS PER TABLE 2 96 3 14G TIMBER SCREWS PRE DRILL HOLES SCREW THREAD MINIMUM 70 EXISTING ROOF TILES EXISTING RAFTER F INTO RAFTER TYPICAL PANEL FIXING DETAIL NOT TO SCALE C 2011 PARTRIDGE PARTNERS PTY LIMITED ABN 73 002 451 925 COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PARTNERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE PARTNERS PTY LIMITED THIS
10. 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 Frame is defective gt acopy of your invoice receipt or any other document which provides proof of purchase gt details of any expenses you have incurred in making your claim and details of how we should contact you 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 Fr
11. the base SLLFOOG with a slot in the base Rooftop installation manual Version 4 1 updated February 2012 SUNLOCK COMIPONENTS CONTINUED SLTB002 Tile brackets fix the railing to the rafters SLTB004 Adjustable tile brackets allow adjustment of below a tile roof and ensure a waterproof finish Each tile the elevation and side position of the bracket to provide a bracket includes two 75 mm roofing screws If attaching closer fit for different tile batten heights tile profiles and to hardwood of minimum joint group JD2 these can be tile positions Each tile bracket includes two 75 mm roofing substituted by 45 mm screws screws If attaching to hardwood of minimum joint group JD2 these can be substituted by 45 mm screws SLECF Fixed end clamps are available in 35 38 or 45 mm heights and are simple and fast to install SLECFS5 35 mm panels SLECF38 38 mm panels SLECF45 45 mm panels Rooftop installation manual Version 4 1 updated February 2012 SUNLOCK COMPONENTS CONTINUED SLEC Adjustable End Clamps allow the easy modification of the clamp to suit almost any panel frame height Note Minimum of two fins must be engaged SLECOO03 30 42 mm panels SLEC004 34 46 mm panels SLECOO6 46 58 mm panels 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
12. used for driving has a hand tight clutch setting and a fine soft impact drive to prevent damage to the fragile glass panels and threads on the SunLock framing Drillor impact driver for driving roof material fixings Gloves for handling SunLock framing aluminium can develop sharp corners W 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 1 updated February 2012 SUNLOCK COMPONENTS SLR Rails in pairs hold each panel row and are custom designed and Australian made 6106 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 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 SLLFOO 2 standard with a 75 mm roofing screw SLLF004 with a Tek screw SLLFOOS5 with a 10 mm hole in
13. 0 PITCH Job No Drg No Mr SRI TIMBER ROOF STRUCTURE 2011 0063 S8 D Partridge Partners Structural Engineers Level 4 1 Chandos Street TERRAIN CATEGORY 3 EDGE ZONE AVERAGE HEIGHT A 2 MINIMUM OF 0 2 x B 02xD OR 1xH TILED ROOF INSTALLATION ZONES NOT TO SCALE 3K CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL 4 FIXINGS PER PANEL SUNLOCK END CLAMP OR SUNLOCK MID CLAMP SUNLOCK TILE BRACKET SLTB SUNLOCK SOLAR PANELS RAIL SLR BY OTHERS 2 96 3 146 TIMBER SCREWS PRE DRILL HOLES SCREW THREAD MINIMUM 70 INTO RAFTER TYPICAL EXISTING PANEL FIXING DETAIL NOT TO SCALE 2011 PARTRIDGE PARTNERS PTY LIMITED ABN 73 002 451 925 COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PARTNERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE PARTNERS PTY LIMITED THIS DRAWING SHALL NOT BE CHANGED ALTERED OR AMENDED BY ANY PARTY FOR ANY PURPOSE OTHER THAN BY PARTRIDGE PARTNERS PTY LIMITED MAXIMUM RAFTER SPACING S IN mm FOR TILED ROOFS OF PITCH 10 20 LOCATION No OF RAILS WIND REGION A 735 INTERNAL WIND REGION B 60 2 232 4 3 920 575 NERMDAE 2 40 305 5 SOLAR PANEL CLAMPING MI
14. 1 updated February 2012 19 MAINTENANCE AND CLEANING 6106 T6 aluminium is largely maintenance free Only in highly polluted or marine conditions is rinsing with clean water required during scheduled panel cleaning REFERENCES AS NZS1170 2 2011 on wind actions AS NZS16641 1 1997 on aluminium structures AS1720 1 2012 on timber structures AS NZS4600 2005 on cold formed steel structures AS3566 2011 self drilling screws for the building and construction industries CERTIFICATE OF COMPLIANCE Engineering Consultants Level 4 1 Chandos Street St Leonards NSW 2065 Australia T 02 9460 9000 F 02 9460 9090 E partridge partridge comau W www partridge comau February 21 2011 Partridge Partners Vision into reality Structural Engineers Domestic Commercial Energy Matters Pty Ltd Facade Forensic Events Level 2 101 105 Clarke Street South Melbourne VIC 3205 Attention Mr Jeremy Lawrence CERTIFICATE OF STRUCTURAL ADEQUACY Project Description SunLock Solar Panel Roof Mounting System Rooftop Installation Manual Version 4 1 February 2012 We Partridge Partners Pty 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 1 updated February 2012 and that this work is in accordan
15. 1360 c ZONE 1710 1060 MANUFACTURER S 565 DESIGN CRITERIA KNEE 1140 SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH 680 425 AS NZS 1170 2 2011 e IMPORTANCE LEVEL 2 855 e ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 5 e TERRAIN CATEGORY 3 2 0 83 REGION A VR 45 m s A MINIMUM OF 0 2 B 0 2 x D OR ix H SONIS Poss e MIN EXISTING REGION B VR 57 m s RAFTER LIMITATIONS SUNLOCK THE EXISTING ROOF CONSTRUCTION SHALL TILED ROOF INSTALLATION ZONES TILE BE VERIFIED TO ENSURE ITS SUITABILITY BRACKET FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING NOT TO SCALE 3K CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR 2 RAIL PANEL FIXING PANEL MANUFACTURER S DETAIL 4 FIXINGS PER PANEL SUNLOCK END CLAMP OR SUNLOCK MID CLAMP SUNLOCK TILE BRACKET SLTB SUNLOCK SOLAR PANELS RAIL SLR BY OTHERS 2 96 3 146 TIMBER SCREWS PRE DRILL HOLES SCREW THREAD MINIMUM 70 INTO RAFTER TYPICAL EXISTING PANEL FIXING DETAIL NOT TO SCALE 2011 PARTRIDGE PARTNERS PTY LIMITED ABN 73 002 451 925 COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PARTNERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THI
16. 2011 PARTRIDGE PARTNERS PTY LIMITED Aan 73 002 451 925 COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PARTNERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE PARTNERS PTY LIMITED THIS DRAWING SHALL NOT BE CHANGED ALTERED OR AMENDED BY ANY PARTY FOR ANY PURPOSE OTHER THAN BY PARTRIDGE PARTNERS PTY LIMITED No Issue Amendment_ p s Date ISSUED FOR CONSTRUCTION GENERAL REVISIONS NOT TO SCALE THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED APPROVED FOR CONSTRUCTION DRAWING ISSUED FOR CONSTRUCTION Client Electronic Code Signature Date Design Drawn SUNLOCK Scale at Date Liability limited by scheme approved under X Professional Partridge Partners un snn Structural Enginer a Crendos stresi MOUNTING SYSTEM AND FIXINGS EXCELLENCE Facade Forensic Events Tel 9460 9000 Email partridge partridge com au SHEETED ROOF 10 TO 20 PITCH Job No Drg No OES E TIMBER ROOF STRUCTURE 2011 0063 S5 B PRODUCT NAME MAXIMUM L FOOT SPACING IN mm FOR TIMBER BATTENS PURLINS Pe ADEL se EM PRODUCT DESCRIPTION FOR SHEETED ROOFS OF PITCH 20 55 SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK E
17. DGE ZONE WIND REGIONS FOR 20 35 METAL SHEETED ROOFS e PORTRAIT MOUNTED PANELS MANUFACTURER S NAME AS NZS 1170 2 2011 WIND SPEEDS AND PRESSURES ARE INTERMEDIATE ZONE C 1950 1920 1330 ENERGY MATTERS PTY LTD 1700 1300 875 880 CALCULATED IN ACCORDANCE WITH 665 435 865 IMPORTANCE LEVEL 2 e ANNUAL PROBABILITY OF EXCEEDANCE 1 500 EDGE e TOPOGRAPHIC MULTIPLIER M 1 0 FLAT zn O ows TERRAIN CATEGORY 2 2 1 0 REGION VR 45 m s MINIMUM OF 0 2 x B REGION B VR 57 m s DUREE JURE TEE e REGION C VR 69 m s e REGION D VR 88 m s METAL SHEETED ROOF INSTALLATION ZONES LIMITATIONS NOT TO SCALE THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY 2 FOR THIS PRODUCT AND THAT IT IS SOLAR MODULE BY OTHERS PU OF SUPPORTING THE ADDITIONAL F THE BUILDING IS SITUATED ANYWHERE SOLAR PANEL SUNLOCK RAIL SLR lt OTHER THAN ON A FLAT AREA CLAMPING POINTS F IE A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m MODULE CLAMPS EXTRA L FOOT TO MINIMUM 20 ROOF PITCH CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL INTERMEDIATE RAIL OMITTED EXTEND RAIL 100 MAXIMUM 35 ROOF PITCH AT 900 1200 amp 1300 MINIMUM PAST e SOLAR PANELS TO BE CERTIFIED PANEL FIX
18. ELI NI IGNATUI 2 Se SU No BC MERE OF MENGES PT A RUE OE Du hence PARERS CED APPROVED FOR CONSTRUCTION u MSS SED DRAWING ISSUED FOR CONSTRUCTION ENERGY MATTERS PTY LTD ISSUED FOR CONSTRUCTION RO53854 31 10 11 COEPI REVISIONS Partridge Partners SUNLOCK under Professional z Standards Legislation abuse Chandos LE MOUNTING SYSTEM AND FIXINGS EU 2011 COVER OF Tel 9460 9000 EXCELLENCE Facade Forensic Events Email partridge partridge com au SHEETED ROOF 20 TO 35 PITCH Job No Drg No ree ee STEEL ROOF STRUCTURE 2011 0063 S4 B PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION e SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK e FOR 10 20 METAL SHEETED ROOFS e PORTRAIT MOUNTED PANELS MANUFACTURER S NAME WIND SPEEDS AND PRESSURES ARE ss TOPOGRAPHIC MULTIPLIER 1 0 FLAT TERRAIN CATEGORY 2 Mz CAT 1 0 MAX L FOOT SPACING REFER TO TABLE EDGE ZONE MAXIMUM L FOOT SPACING IN FOR TIMBER BATTENS PURLINS FOR SHEETED ROOFS OF PITCH 10 20 WIND REGIONS BATTEN 6 7 eo a m y ZONE 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 TO ENSURE ITS SUITABILITY A 2 MINIMUM OF 0 2 x B 0 2 OR 1xH METAL SHEETED ROOF INSTALLATION ZONES NOT TO SCALE fer FOR THIS
19. GNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Design Drawn Scale at Date Email partridge partridge com au SHEETED ROOF AT 10 TO 20 PITCH Job No TERI STEEL ROOF STRUCTURE 2011 0063 S3 B PRODUCT NAME MAXIMUM L FOOT SPACING IN mm FOR STEEL BATTENS PURLINS SUNI OCR SOLAR MOUNTING SYSTEM PRODUCT DESCRIPTION FOR SHEETED ROOFS OF PITCH 207 355 SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK ROOF ZONE BATTEN A SPACING EDGE ZONE e PORTRAIT MOUNTED PANELS MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA zs e WIND SPEEDS AND PRESSURES ARE 20 15 215 CALCULATED IN ACCORDANCE WITH 140 05 INTERNAL 800 1800 ZONE 8 Pwo SAG as 200 8 420 ZONE e TOPOGRAPHIC MULTIPLIER 1 0 FLAT 000 1200 1300 so o TERRAN CATEGORY 2 Mz CAT 1 0 A MINIMUM OF 0 2 x B MAX L FOOT SPACING PORE 5 e REGION B VR 57 m s 02x D OR 1xH REFER TO TABLE REGION C VR 69 m s e REGION D VR 88 m s METAL SHEETED ROOF INSTALLATION ZONES LIMITATIONS NOT TO SCALE THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS CAPABLE OF SUPPORTING THE ADDITIONAL 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 ENGI
20. ING S rS SEPARATELY Al Se e MAXIMUM SOLAR PANEL 1680 PLAN ON SOLAR PANELS TO SCALE e FOR RAIL AND RAIL FIXING ONLY MAX ULTIMATE UP LIFT FORCE PER SOLAR PANELS SUNLOCK L FOOT MAX L FOOT SPACING FOOTING BRACKET 1 6kN BY OTHERS SLLF PLOSK L FOOT REFER TO TABLE id a e TIMBER BATTENS OR PURLINS TO SUPPORT FRAME TO BE JOINT GROUP J4 SUNLOCK RAIL SLR 7 SOLAR PANEL OR BETIER SOLAR PANEL BY OTHERS 46 3 146 TIMBER SCREW 35mm INTO WATERPROOF SUNLOCK MID CH TIMBER BATTEN SEAL BY CLAMP TYPICAL INSTALLER EASING EXISTING METAL TRUSSZRAFTER ROOF SHEETING EXISTING ROOF SECTION BATTEN PURLIN NOT TO SCALE L FOOT FIXING C 2011 PARTRIDGE PARTNERS PTY LIMITED aan 75 002 451 925 NOT TO SCALE COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PARTNERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE Set No BC MERE OF MENGES PT OA RUE OE Tah ADE PTR CED APPROVED FOR CONSTRUCTION u MSS SED DRAWING ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ENERGY MATTERS PTY LTD R053854 31 10 11 COEPI REVISIONS Partridge Partners SUNLOCK under Professional z Standards Legislation abuse Chandos LE MOUNTING SYSTEM AND FIXINGS E 2011 COVER OF Tel 9460 9000 EXCELLENCE Facad
21. KET TO WHEN TILT ANGLE AND EXISTING PURUN CONCRETE SLAB WITH 1M10 SPACING DICTATE THAT REAR LEG DOES NOT STAINLESS STEEL DYNABOLT OR L 1 H P COINCIDE WITH A PURLIN EQUIVALENT WATERPROOFING DIAGONAL DIAGONAL BRACING BRACING RAIL JOINER LOCATION 0 25 x SHORT LEG SPACING SHORT LEG SPACING REFER TO TABLE NOT TO SCALE SUNLOCK REAR FRAMING ELEVATION NOTE PROVIDE SLDB1200 40 x 3 FLAT ALUMINIUM DIAGONAL BRACE TO EACH END BAY C 2011 PARTRIDGE PARTNERS PTY LIMITED ABN 75 002 451 925 COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PARTNERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE PARTNERS PTY LIMITED THIS DRAWING SHALL NOT BE CHANGED ALTERED OR AMENDED BY ANY PARTY FOR ANY PURPOSE OTHER THAN BY PARTRIDGE PARTNERS PTY LIMITED No lssue Amendment Date ISSUED FOR CONSTRUCTION GENERAL REVISIONS RE ISSUED FOR CONSTRUCTION Liability limited by q scheme approved under Professional Standards Legislation COVER EXCELLENCE TO BUILDER S DETAIL CONCRETE EDGE ALTERNATIVE CONCRETE FIXING DETAIL
22. LAT 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 46 3mm 146 e MAXIMUM 10 ROOF PITCH TIMBER SCREW 35mm e SOLAR PANELS TO BE CERTIFIED INTO TIMBER PURLIN BATTEN SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 46 3mm 146 TIMBER SCREW 35mm INTO TIMBER PURLIN BATTEN SUNLOCK RAIL SLR SLLF WITH 96 3mm 146 TIMBER SCREW 35mm INTO TIMBER PURLIN BATTEN SLLF WITH M8 BOLT TYPICAL EQUAL CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL a pn m a o 2 X 2011 20110063 Drawings 20110063s8 dwg 20 02 2012 5 35 39 PM IGS MAXIMUM CANTILEVER OF ADJACENT BAY LONG LEG SPACING REFER TO TABLE RAIL JOINER LOCATION 0 25 x LONG LEG SPACING TIMBER BATTEN OR PURLIN 1300mm TIMBER BATTEN OR PURLIN 1300mm MAXIMUM BATTEN SPACING MAXIMUM BATTEN SPACING 1000mm e MAX ULTIMATE UP LIFT FORCE PER FOOTING BRACKET 1 6kN DETAIL e TIMBER BATTENS OR PURLINS TO SUPPORT FRAME TO BE JOINT GROUP J4 NOT TO SCALE OR BETTER NOTE SUNLOCK CHANNEL TO BE EMPLOYED TN FIX FOOTING BRACKET TO Ee L I WHEN TILT ANGLE AND EXISTING PURLIN C
23. MUM OF 0 2 x B 02x D OR 1xH REGION A VR 45 m s REGION B VR 57 m s SUNLOCK TILE LIMITATIONS BRACKET 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 IMPORTANCE LEVEL 2 e ANNUAL PROBABILITY OF EXCEEDANCE 1 500 SOLAR PANEL CLAMPING MIN TOPOGRAPHIC MULTIPLIER M 1 0 FLAT POINTS TO RAILS EXISTING TERRAIN CATEGORY 2 Mz CAT 1 0 TILED ROOF INSTALLATION ZONES NOT TO SCALE 2 RAIL PANEL FIXING 3K CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL SOLAR PANEL CLAMPING 4 FIXINGS PER PANEL SUNLOCK TILE POINTS TO RAILS CUSTOM DESIGN BRACKET SLTB SUNLOGK END CLAMP A MAXIMUM ROOF HEIGHT 10m CLAMP MINIMUM 10 ROOF PITCH e MAXIMUM 20 ROOF PITCH SUNLOCK SECTION e SOLAR PANELS TO BE CERTIFIED RAIL SLR NOT TO SCALE SEPARATELY e MAXIMUM SOLAR PANEL 1680mm x 1000mm FOR RAIL AND RAIL FIXING ONLY e MAX ULTIMATE UP LIFT FORCE PER FOOTING BRACKET 0 77kN TIMBER RAFTERS TO SUPPORT FRAME TO SOLAR PANEL BE JOINT GROUP J4 OR BETTER BY OTHERS 3 RAIL PANEL FIXING MAXIMUM RAFTER SPACING AS PER TABLE SUNLOCK TILE BRACKET SLTB
24. N POINTS TO RAILS EXISTING RAFTER SUNLOCK TILE BRACKET 2 RAIL PANEL FIXING SOLAR PANEL CLAMPING POINTS TO RAILS SECTION NOT TO SCALE SOLAR PANEL BY OTHERS MAXIMUM RAFTER SPACING S AS PER TABLE SUNLOCK TILE BRACKET SLTB EXISTING n ROOF TILES I EA LL Sa gt ET SUNLOCK 7 T RAIL SLR SUNLOCK MID CLAMP EXISTING RAFTER EXISTING ROOF BATTEN NOT TO SCALE APPROVED FOR CONSTRUCTION No Issue Amendment Client ISSUED FOR CONSTRUCTION Liability limited by scheme approved under X Professional 4 Standards Legislation COVER OF EXCELLENCE ENERGY MATTERS PTY LTD Partridge Partners SUNLOCK Structural Engineers Level 4 1 Chandos Street Domestic Commercial St Leonards NSW 2065 Facade Forensic Events Tel 9460 9000 Web www partridge com au MOUNTING SYSTEM AND FIXINGS Email partridge partridge com au TILED ROOF 10 20 PITCH TC3 PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION e SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 10 20 TILED ROOFS e PORTRAIT MOUNTED PANELS e SUNLOCK TILE BRACKET 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
25. NEER FOR A CUSTOM DESIGN SOLAR MODULE BY OTHERS BATTEN SPACING SUNLOCK RAIL SLR SOLAR PANEL CLAMPING POINTS MODULE CLAMPS MAXIMUM ROOF HEIGHT 10m CANTILEVER 10 TO 25 OF PANEL EXTRA L FOOT TO MINIMUM 20 ROOF PITCH AR sn SOLAR INTERMEDIATE RAIL OMITTED EXTEND RAIL 100 e MAXIMUM 35 ROOF PITCH AT 900 1200 amp 1300 Q NE SOLAR PANELS TO BE CERTIFIED PANEL FIXING MAXMUM SOLAR PANEL 1680mm x NOT TO SCALE PLAN ON SOLAR PANELS TODOS NOT TO SCALE e FOR RAIL AND RAIL FIXING ONLY e MAX ULTIMATE UP LIFT FORCE PER FOOTING BRACKET 1 05kN IN NON N MAX L FOOT SPACING SES A ROME SUNLOCK L FOOT REFER TO TABLE MINIMUM OF ONE CYCLONIC REGIONS 0 63kN IN CYCLONIC SLLF SUNLOCK L FOOT REGIONS SUNLOCK END SLLF BEYOND e MINIMUM STEEL BATTEN OR PURLIN SOLAR PANEL THICKNESS 0 75mm GRADE 550 SUNLOCK RAIL SLR SOLAR PANEL BY OTHERS 96 3 14G SELF SUNLOCK pine EREN WATEREROOF CLAMP D RAIL SLR TYPICAL SEAL BY INSTALLER EXISTING STEEL PURLIN OR BATTEN EXISTING METAL ROOF SHEETING L FOOT FIXING EXISTING ROOF NOT TO SCALE BATTEN PURLIN NOT TO SCALE C 2011 PARTRIDGE PARTNERS PTY LIMITED Aan 73 002 451 925 TE DESIG y b DES Tp o THE DRAN GARE SERES a THis EROS ene BE REPRODUCED OLE OR PART THIS DRAWING HAS BEEN ASSIGNED ELECTRONIC SIGNATURE CODE H IGN Al HOWN ON THI WING IFI HI 1 NLY MAY N U IN WHOLI IN HI WING H N ASSIGNI AN
26. NERS PTY LIMITED THE DESIGN AND DETAILS SHOWN ON THIS DRAWING ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE PARTNERS PTY LIMITED THIS DRAWING SHALL NOT BE CHANGED ALTERED OR AMENDED BY ANY PARTY FOR ANY PURPOSE OTHER THAN BY PARTRIDGE PARTNERS PTY LIMITED No Issue Amendment_ p s Date ISSUED FOR CONSTRUCTION Liability limited by GENERAL REVISIONS scheme approved under Professional Standards Legislation F COVER OF EXCELLENCE 3K CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR MAXIMUM L FOOT SPACING IN mm FOR STEEL BATTENS PURUNS FOR SHEETED ROOFS OF PITCH 10 20 WIND REGIONS S 2 5 SOLAR MODULE BY OTHERS 2 Ll SUNLOCK RAIL SLR 5 MODULE CLAMPS EXTRA L FOOT TO EXTEND RAIL 100 MINIMUM PAST SOLAR PANEL INTERMEDIATE RAIL OMITTED AT 900 1200 amp 1300 PLAN ON SOLAR PANELS NOT TO SCALE MAX L FOOT SPACING REFER TO TABLE SUNLOCK L FOOT SLLF MINIMUM OF ONE SUNLOCK L FOOT SLLF BEYOND SOLAR PANEL SUNLOCK END SOLAR PANEL BY OTHERS SUNLOCK MID SUNLOCK CLAMP RAIL SLR EXISTING METAL ROOF SHEETING EXISTING ROOF BATTEN PURLIN L FOOT FIXING NOT TO SCALE APPROVED FOR CONSTRUCTION Client Electronic Code Signature Date ENERGY MATTERS PTY LTD RO53854 31 10 11 Partridg
27. ONCRETE SLAB WITH 1M10 i SPACING DICTATE THAT REAR LEG DOES NOT STAINLESS STEEL DYNABOLT OR J COINCIDE WITH A PURLIN EQUIVALENT WATERPROOFING P TO BUILDER S DETAIL RAIL JOINER LOCATION DIAGONAL 0 25 x SHORT LEG SPACING DIAGONAL BRACING BRACING SHORT LEG SPACING REFER TO TABLE NOT TO SCALE u SUNLOCK REAR FRAMING ELEVATION NOTE PROVIDE 51081200 40 x 3 FLAT ALUMINIUM DIAGONAL BRACE TO 7 EACH END BAY ALTERNATIVE C 2011 PARTRIDGE PARTNERS PTY LIMITED ABN 75 002 451 925 SCALE 1 5 TE presi P ED ie SH CS DR w Ne ORE SPEER E Tis AND BE REPRODUCED OLE OR PART THIS DRAWING HAS BEEN ASSIGNED ELECTRONIC SIGNATURE CODE H IGN AIL HOWN ON THI AWING Al IFI HI JI NLY AND MAY N U IN WHOLI IN HI WING H N IGNI AN ELI NI IGNATU Sume No e ono MENGES mPa TO RSS ORA Du P ARROES DENERS CD APPROVED FOR CONSTRUCTION Sm Sti For tole basa No Issue Amendment Appd Date ISSUED FOR CONSTRUCTION GENERAL REVISIONS GENERAL AMENDEMENTS RE ISSUED FOR CONSTRUCTION Liability limited by q scheme approved under Professional Standards Legislation COVER EXCELLENCE Client Electronic Code Signature Date ENERGY MATTERS PTY LTD R053854 21 02 12 Design Drown SUNLOCK Domestic Commerciol St Leonords NSW 2065 Facade Forensic Events Tel 9460 9000 MOUNTING SYSTEM AND FIXINGS Email partridge partridge com au SHEETED ROOF AT MAXIMUM 1
28. PRODUCT AND IT IS PU OF SUPPORTING THE ADDITIONAL 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 10 ROOF PITCH EXTEND RAIL 100 MAXIMUM 20 ROOF PITCH MINIMUM PAST SOLAR PANELS TO BE CERTIFIED SOLAR PANEL SEPARATELY MAXIMUM SOLAR PANEL 1680mm x SOLAR MODULE BY OTHERS BATTEN SPACING SUNLOCK RAIL SLR SOLAR PANEL le CLAMPING POINTS CANTILEVER 10 TO 25 OF PANEL MODULE CLAMPS SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL EXTRA L FOOT TO INTERMEDIATE RAIL OMITTED AT 900 1200 amp 1300 PANEL FIXING NOT TO SCALE PLAN ON SOLAR PANELS NOT TO SCALE MAX L FOOT SPACING 1000mm FOR RAIL AND RAIL FIXING ONLY MAX ULTIMATE UP LIFT FORCE PER FOOTING BRACKET 1 6kN MINIMUM OF ONE TIMBER BATTENS OR PURLINS TO REFERS TO ABLE SUNLOCK L FOOT SUPPORT FRAME TO BE JOINT GROUP J4 SOLAR PANELS SUNLOCK L FOOT eY OTHERS SUNLOCK L FOOT SLLF SLLF BEYOND SUNLOCK RAIL SLR CUM ent SOLAR PANEL SOLAR PANEL 96 3 14G TIMBER BY QIHERS SCREW 35mm INTO WATERPROOF SUNLOCK TIMBER BATTEN SEAL BY Se MS RAIL SLR TYPICAL INSTALLER EXISTING TRUSS RAFTER EXISTING METAL ROOF SHEETING EXISTING ROOF BATTEN PURLIN L FOOT FIXING SECTION NOT TO SCALE C
29. R THIS PRODUCT AND THAT IT IS ane OF SUPPORTING THE ADDITIONAL Li f 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 20 ROOF PITCH MAXIMUM 35 ROOF PITCH 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 FOOTING BRACKET 0 77kN e TIMBER RAFTERS TO SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER P SUNLOCK END CLAMP THIS DRAWING HAS BEEN ASSIGNED AN ELECTRONIC SIGNATURE CODE THE PRESENCE OF THIS CODE SIGNIFIES THAT THIS IS THE CERTIFIED DRAWING ISSUED FOR CONSTRUCTION Design Drawn R H IGS Scale at Date N A AUG 2011 Job No Drg No 2011 0063 52 D EDGE ZONE ROOF ZONE BATTEN SPACING ZONE EDGE ZONE MINIMUM OF 0 2 x B 02x D OR 1xH METAL SHEETED ROOF NOT TO SCALE INSTALLATION ZONES SOLAR PANEL CLAMPING POINTS PANEL MANUFACTURER S DETAIL PANEL FIXING NOT TO SCALE SOLAR PANELS SUNLOCK L FOOT BY OTHERS SLLF SUNLOCK RAIL Wee 96 3 146 SELF DRILLING SCREW TYPICAL WATERPROOF SEAL BY INSTALLER EXISTING STEEL PURLIN OR BATTEN SECTION NOT TO SCALE C 2011 PARTRIDGE PARTNERS PTY LIMITED Aan 73 002 451 925 COPYRIGHT IN THESE DESIGNS AND DRAWINGS IS VESTED IN PARTRIDGE PART
30. S PROJECT ONLY AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR BE USED FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF PARTRIDGE PARTNERS PTY LIMITED THIS DRAWING SHALL NOT BE CHANGED ALTERED OR AMENDED BY ANY PARTY FOR ANY PURPOSE OTHER THAN BY PARTRIDGE PARTNERS PTY LIMITED SOLAR PANEL CLAMPING POINTS TO RAILS SECTION NOT TO SCALE MAXIMUM RAFTER SPACING S AS PER TABLE SUNLOCK TILE BRACKET SLTB CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN MAXIMUM ROOF HEIGHT 10m MINIMUM 20 ROOF PITCH MAXIMUM 35 ROOF PITCH 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 FOOTING BRACKET 0 77kN e TIMBER RAFTERS TO SUPPORT FRAME TO SOLAR PANEL BE JOINT GROUP J4 OR BETTER BY OTHERS EXISTING 3 ROOF TILES I EA AL y hock SUNLOCK MID CLAMP EXISTING RAFTER EXISTING ROOF BATTEN NOT TO SCALE APPROVED FOR CONSTRUCTION No Issue Amendment Client ISSUED FOR CONSTRUCTION Liability limited by scheme approved under X Professional 4 Standards Legislation COVER OF EXCELLENCE Partridge Partners SUNLOCK MOUNTING Structural Engineers Level 4 1 Chandos Street Domestic Commercial St Leonards NSW 2065 Facade Forensic Eve
31. ame and provide a replacement Frame at our expense If we determine that the Frame is defective and the defect is a is 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 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 gt 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 gt 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
32. ation 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 gt If alternative fasteners are used to 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 AN LOCK 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 Rooftop installation manual Version 4 1 updated February 2012 TECHNICAL SPECIFICATIONS Applications gt Commercial and residential buildings gt Marine applications and remote areas Features gt 6106 T6 aluminium extrusion with 210 MPa yield strength gt Ripple design on rail L foot and tile brackets increases joint strength gt Suitable for buildings up to 10 m in height gt Suitable for roof slopes in the range from 0 to 35 gt Inherent corrosion resistance resulting in low ongoing maintenance and an extended product life gt Complies with Australian New Zealand Standard on Wind Actions AS NZS1170 2 2011 gt Optional anodised finish standard is mill finish gt Australian design and manufactur
33. ce 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 Rob O Reilly MIEAust CPEng NPER Structural RPEQ For and on Behalf of Partridge Partners Ltd 12011 0063 008 e I Partridge Partners ability limited by a scheme approved ABN 73002451925 under Professional Standards Legislation Rooftop installation manual Version 4 1 updated February 2012 20 MAXIMUM RAFTER SPACING S IN mm FOR TILED ROOFS OF PITCH 10 20 PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM LOCATION No OF RAILS WIND REGION A WIND REGION B PRODUCT DESCRIPTION SOLAR PANEL SUPPORT FRAME AND FIXINGS INTERNAL FOR SUNLOCK FOR 10 20 TILED ROOFS ZONE e PORTRAIT MOUNTED PANELS e SUNLOCK TILE BRACKET MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 RAFTER A MINI
34. e 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 a structural engineer Rooftop installation manual Version 4 1 updated February 2012 BEFORE INSTALLING Receipt of Goods Check that the SunLock equipment is undamaged and that the order is complete Check for correct quantities of the following items amp Rails slightly more than twice the length of the proposed solar array in linear metres End clamps a minimum of 4 per row unless 3 rails are required of panels fitted at the ends amp Mid clamps 2 for every gap between neighbouring panels e g number of panels in row minus one multiplied by two 1 L feet or Tile Brackets at least 2 for each panel L 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 CAUTION AN Refer to the section Designing Your Framing System before attempting installation Failure to correctly establish the requirements of the f proposed installation site is dangerous and will C void the framing warranty LOCK Tools Required for Installation T bar Allen Key or 6 mm hexagonal driver bit If using a 6 mm driver bit make sure the cordless power tool
35. e Forensic Events Email partridge partridge com au SHEETED ROOF 20 TO 35 PITCH Job No Drg No ree ee TIMBER ROOF STRUCTURE 2011 0063 S6 B X 201 1 20110063 Drawings 201 10063s7 dwg 20 02 2012 5 36 49 PM IGS EDGE ZONE MAXIMUM L FOOT SPACING IN mm FOR STEEL RT T WIND REGION INTERNAL SHORT LEG 1075 ZONE LONG LEG 410 715 105 A MINIMUM OF 0 2 x B O2xD OR 1xH METAL SHEETED ROOF INSTALLATION ZONES NOT TO SCALE EQUAL CANTILEVER 10 TO 25 OF PANEL SIZE IN ACCORDANCE WITH THE SOLAR PANEL MANUFACTURER S DETAIL INTERMEDIATE SHORT LEG ZONE LONG LEG EDGE SHORT LEG ZONE LONG LEG PORTRAIT MOUNTED SOLAR PANEL SUNLOCK MID CLAMP OR END CLAMP 6 3mm 146 SELF DRILLING SCREW INTO STEEL PURLIN BATTEN SUNLOCK RAIL SLR SLLF WITH 96 3mm 146 SELF DRILLING SCREW INTO STEEL PURLIN BATTEN SLLF WITH M8 BOLT TYPICAL MAXIMUM CANTILEVER OF ADJACENT BAY LONG LEG SPACING REFER TO TABLE ROOF mE 96 3mm 146 SELF DRILLING SCREW INTO STEEL PURLIN BATTEN STEEL PURLIN BATTEN STEEL BATTEN OR 1300mm STEEL BATTEN OR PURLIN 1300mm MAXIMUM BATTEN SPACING MAXIMUM BATTEN SPACING DETAIL 1 NOT TO SCALE RAIL _ JOINER LOCATION 0 25 x LONG LEG SPACING t t x t t NOTE SUNLOCK CHANNEL TO BE EMPLOYED N FIX FOOTING BRAC
36. e Partners SUNLOCK Structural Engineers Level 4 1 Chandos Street Domestic Commercial St Leonards NSW 2065 Facade Forensic Events Tel 9460 9000 PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 10 20 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 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 MOUNTING SYSTEM AND FIXINGS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY FOR THIS PRODUCT AND THAT IT IS PU OF SUPPORTING THE ADDITIONAL 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 10 ROOF PITCH MAXIMUM 20 ROOF PITCH SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680mm x 1000mm FOR RAIL AND RAIL FIXING ONLY MAX ULTIMATE UP LIFT FORCE PER FOOTING BRACKET 1 05kN IN NON CYCLONIC REGIONS 0 63kN IN CYCLONIC REGIONS MINIMUM STEEL BATTEN OR PURLIN THICKNESS 0 75mm GRADE 550 THIS DRAWING HAS BEEN ASSI
37. e calculated centres and spacing along the proposed length of the array in a parallel row 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 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 2 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 sheets Use a 90 mm screw instead of the supplied 75 mm L foot fits to the crest Rooftop installation manual Version 4 1 updated February 2012 INSTALLATION CONTINUED Installing Tile Brackets Installation of the SLTB004 Adjustable Tile Bracket re
38. esign your system 1 Selectthe correct drawing 2 Determine the width of the edge zone 3 Read off the maximum fixing spacing and calculate the total number of fixings required The ten drawings are as follows S1 Tile roofs of pitch 10 20 S2 Tile roofs of pitch 20 35 3 Tin roofs of pitch 10 20 with steel purlins S4 Tin roofs of pitch 20 35 with steel purlins S5 Tin roofs of pitch 10 20 with timber purlins S6 Tin roofs of pitch 20 35 with timber purlins S7 Tilt legs on roofs with steel purlins S8 Tilt legs on roofs with timber purlins S9 Tile roofs of pitch 10 20 terrain category 3 S10 Tile roofs of pitch 20 35 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 dimensions quantity and layout of framing components required for installation This section of the installation manual can assist you to determine critical job specifications 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
39. g 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 NZS1170 2 2011 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 risk of personal injury to this level l gt CAUTION A 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 LOCK Rooftop installation manual Version 4 1 updated February 2012 SAFETY AND INSTALLER RESPONSIBILITIES Handling and Installing SunLock It is critically important that safety practices are observed when installing SunLock gt Do not throw or roughly handle any SunLock components gt Do not bring SunLock into contact with
40. mber in the section and screw into the timber or use bolts washers and nuts LOCK Rooftop installation manual Version 4 1 updated February 2012 15 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 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 Hand tighten the screw 2 3 turns to loosely hold the clamp in position If EarthLock washers are used they should be placed between the SunLock rail and the frame of the panel Rooftop installation manual Version 4 1 updated
41. nd 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 gt 0 2xD gt H AVERAGE HEIGHT A MINIMUM OF 0 2 x B 02xD OR 1 xH Rooftop installation manual Version 4 1 updated February 2012 12 WIND REGION MAP AUSTRALIA in accordance with AS NZS1170 2 2011 Included towns 50km Region A Region C uu gt gt Callytharra Springs gt Borroloola gt Gascoyne Junction gt Broome gt Green Head gt Bundaberg gt Kununurra gt Burketown gt Lord Howe Island gt Cairns gt Morawa gt Cocos Islands gt Toowoomba gt Darwin gt Wittanoom gt Derby gt Bourke gt Karumba Region B gt Mackay 25 gt Adelaide River gt Mareeba gt Atherton gt Millstream gt Biloela gt Moreton gt Brisbane gt Nhulunbuy 30 gt Christmas Island gt Normanton gt Collinsville gt Rockhampton gt Corindi gt Townsville gt Geraldton gt lvanhoe Region D gt Kyogle gt Carnarvon gt Marble Bar gt Exmouth Region A gt Mullewa gt Karratha 81 Region B gt Norfolk Island gt Onslow gt Torres Strait Islands gt Port Hedland Region gt Wyndham EN Region D Rooftop installation manual Version 4 1 updated February 2012 13 INSTALLATION Start any roof structure installation by marking the fixing points at th
42. nts Tel 9460 9000 Web www partridge com au ENERGY MATTERS PTY LTD Email partridge partridge com au TILED ROOF 20 35 PITCH TC3 TIMBER ROOF STRUCTURE 4 SUNLOCK END CLAMP SUNLOCK RAIL SLR 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 Scale at A3 Date Job No Drg No 2011 0063 104 SYSTEM AND FIXINGS
43. quires 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 75 mm timber roofing screws which supply the required 70 mm embedment in softwood rafters For hardwood rafters the embedment can be reduced to 40 mm i e use at least a 45 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 screws 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 ti
44. screw SLMCO04 30 40 mm panels SLMCOO06 40 50 mm panels Note Other panel thickness accommodated by special orders SLEL EarthLock system comprises the EarthLock washer SLELW and the EarthLock bonding terminal SLELBT 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 Rooftop installation manual Version 4 1 updated February 2012 SUNLOCK COMIPONENTS CONTINUED SLIMB Isolator Mounting Bracket is easily attached to SLTL Tilt Leg kits comprise one front leg and one rear SLCA Channel Assembly allows tilt arrays to be the SunLock rail and provides a mounting surface for the leg The front leg is 150 mm long correctly inclined even if the purlins are not ideally spaced rooftop DC isolator or located The channel has outer dimensions of 41 3 x SETLSOU 300 mm rear leg 41 3 mm and is extruded from 6061 T6 structural grade SLTL500 500 mm rear leg aluminium with a minimum yield strength of 240 MPa SLTL600 600 mm rear leg SLCA1500 1500 mm long 1 L foot SLTL700 700 mm rear leg SLCA2000 2000 mm long 2 L foot SLTL800 800 mm rear leg SLCA3000 3000 mm long 2 L foot Note a diagonal brace SLDB1200 should be used at each end of each row of the tilt array Rooftop installation manual Version 4 1 updated February 2012 10 DESIGNING YOUR FRAMING SYSTEM D
45. sharp or heavy objects gt 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 Wind and Climate Design A SunLock frame installed in accordance with this installation manual is compliant with AS1170 2 2011 This manual including the drawings cannot cover all types of buildings and eventualities For buildings outside the limits stated on the drawings maximum 10 m roof height maximum roof pitch 35 slopes hills contact a structural engineer for a custom design AS NZS1170 2 2011 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 install
46. 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 2596 of the length of the panel from each end of the panel Rooftop installation manual Version 4 1 updated February 2012 LOCK FIXING LOCATIONS AND ARRAY PLACEMENT Solar 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 EDGE ZONE fixings are required in these areas 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 or edge zones then the maximum spacing to the next fixing must be reduced as per the table in the drawings Determining the width of the edge a

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