Home

Rooftop Installation Manual

1. T SCREW INTO TIMBER TIMBER BATTEN PURLIN TIMBER BATTEN PURLIN BATTEN TYPICAL 200mm MAXIMUM SPACING 1200mm MAXIMUM SPACING PANEL FIXING DETAIL SUALE 1 20 DIAGONAL BRACING SHORT LEG SPACING REFER TO TABLE RAI 0 25 x SH L JOINER LOCATION ORT LEG SPACING NOTE PROVIDE SLDB1200 40x3 FLA SUNLOCK REAR FRAMING ELEVATION T ALUMINIUM GIAGONAL BRACE TO EACH END BAY DIAGONAL BRACING sc losco sinti ounrs cbrcumaz ana slg yle Rev Int Description Date am CONSULTING Aust www dome com au NOT TO SCALE 12 10 401 Docklands Drive Bocklands VIC 3608 SUNLOCK 161394209777 20 40 TILT UP SYSTEM moil dome com au TIMBER ROOF STRUCTURE TERRAIN CATEGORY 2 ans FOR CONSTRUCTION tuw VPC esige KL amp w AS NOTED cee Mari rejec Ne Crawirg hs Se 11034 89 00 EDGE ZONE A MINIMUM OF 02 x B 02xDOR1xH INTERMEDIATE ZONE TERRAIN CATEGORY 3 20 40 DEG TILT UP SYSTEM MAXIMUM L FOOT SPACING IN mm FOR TIMBER BATTENS WIND REGIONS A B C D E INTERNAL SHORT LEG 1800 1380 820 490 ZONE LONG LEG 990 690 410 245 INTERMEDIATE SHORT LEG 1330 920 5
2. SCREW INTO STEEL STEEL BATTEN OR PURLIN STEEL BATTEN OR PURLIN SHORT LEG SPACING RAIL JOINER LOCATION 120mm MAXIMUM SPACING 1200mm MAXIMUM SPACING _ Ce TYPICAL ANL REFERTOTABLE 0 25 x SHORT LEG SPACING SES a PANEL FIXING DETAIL SUNLOCK REAR FRAMING ELEVATION SCALE 1 20 NOTE PROVIDE SLDB1200 40x3 FLAT ALUMINIUM DIAGONAL BRACE TO EACH END BAY NOT TO SCALE 120 401 Docklands Drive F sas FOR CONSTRUCTION Docklands VIC 3008 SUNLOCK tw VPC peg KL tomer dis 4613 94209777 20 40 TILT UP SYSTEM sa ASNOTED sa Marig ta saurs elere DOMES _ mail dome com au STEEL ROOF STRUCTURE Sech Erauirghe Se Rev Int Description Date rette CONSULTING Aus www dee ron op TERRAIN CATEGORY 2 11034 37 0 EDGE ZONE PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION A MINIMUM OF 0 2xB 02xDOR1xH INTERMEDIATE ZONE TERRAIN CATEGORY 3 20 40 DEG TILT UP
3. SUNLOCK TIN BRACKET MANUFACTURER S NAME ENERGY MATTERS PTY LTD DESIGN CRITERIA WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WTH ASINZS 1170 2 2011 IMPORTANCE LEVEL AMDT No 2 Dec 2012 ho 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 FORTH CAPAB IF THE 15 PRODUCT LE OF SUPPOI MAXIM MINIMU MAXIMUM 30 ROOF HIB 0 5 amp H D 0 5 SOLAR MAXIM FOR RAIL AND RAIL TIMBER RAFTER TO JOINT GROUP J4 OR MAX U PER L FOOT 1 176 ON A FLAT AREA IE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A CUSTOM DESIGN UM ROOF HEIGHT 10m M 5 ROOF PITCH THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY AND THAT IT IS RTING THE ADDITIONAL LOADS BUILDING IS SITUATED ANYWHERE OTHER THAN A SLOPE A HILL ETC DO NOT USE PITCH PANELS TO BE CERTIFIED SEPARATELY UM SOLAR PANEL 1680 mm x 1000 mm FIXING ONLY SUPPORT FRAME TO BE BETTER LTIMATE UP LIFT FORCE kN SCALE 1 20 12 10 401 Docklands Drive POPS saw FOR CONSTRUCTION Docklands VIC 3008 SUNLOCK tw VPC puis KL ramo liv xu 4613 9420 9777 SHEETED ROOF 5 30 PITCH s AS NOTED m Mar13 ba mu cbee moil dome com au TIMBE
4. 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 5 updated April 2013 ELILOCK Terrain Category 2 Open terrain including 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 2 TC2 Terrain Category 3 Terrain with numerous closely spaced obstructions having Te rra na C a t e g O ry 3 TC 3 heights generally from 3 metres to 10 metres Examples include typical suburban housing or light industrial areas Rooftop installation manual Version 4 5 updated April 2013 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 there
5. SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 5 30 TILED ROOFS MAXIMUM SPACING S IN mm FOR TILED ROOFS OF PITCH 5 30 PORTRAIT MOUNTED PANELS LOCATION No OF RAILS REGION A REGION B REGION C REGION D SON OCKTEE BRAKET MANUFACTURER S NAME d CENTRAL 2 1220 845 575 355 ENERGY MATTERS PTY LTD ZONE DESIGN CRITERIA 3 1520 1050 720 440 WIND SPEEDS AND PRESSURES ARE CALCULATED a IN ACCORDANCE WITH z EDGE 2 860 595 405 250 ASINZS 1170 2 2011 AMDT No 2 Dec 2012 L ZONE 3 1070 745 505 310 IMPORTANCE LEVEL 2 lt ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 2 Mz CAT 1 0 REGION A VR 45 mis SOLAR PANEL CLAMPING SOLAR PANEL CLAMPING REGION B VR 57 mis POINTS TO RAILS POINTS TO RALS REGION C VR 69 mis REGION D VR 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 10 m MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH HIB 0 5 amp H D 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680 mm x 1000 mm FOR RAIL AND RAIL FIXING ONLY TIMBER RAFTER TO SU JOINT GROUP J4 CR BETTER MAX ULT
6. PURLIN EXISTING METAL ROOF SHEETING L FOOT FIXING m OF ON SUNLOCK L F OOT SLLF BEYOND SOLAR PANEL SUALE 1 10 SOLAR PANELS BY OTHERS SUNLOCK L FOOT SLLF WATERPROOF SEAL BY INSTALLER EXISTING STEEL PURLIN OR BATTEN SECTION 1 N SUNLOCK RAIL SL2R SOLAR PANEL CLAMPING POINTS PANEL FIXING PRODUCT NAME PRODUCT DESCRIPT FOR SUNLOCK FOR PORTRAIT MOUNTE SUNLOCK SOLAR PANEL MOUNTING SYSTEM ON SOLAR PANEL SUPPORT FRAME AND FIXINGS 5 30 TIN ROOFS D PANELS SUNLOCK TIN BRACKET MANUFACTURER S NAME DESIGN CRITERIA ENERGY MATTERS PT WIND SPEEDS AND TY LTD PRESSURES ARE CALCULATED IN ACCORDANCE WITH ASINZS 1170 2 2011 IMPORTANCE LEVEL AMDT No 2 Dec 2012 ho ANNUAL PROBABILI TY 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 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 10 m MINIMUM 5 ROOF PITCH MAXIMUM 30 ROOF PITCH HIB lt 0
7. 5 amp H D 0 5 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680 mm x 1000 mm FOR RAIL AND RAIL FIXING ONLY MINIMUM STEEL BATTEN OR PURLIN THICKNESS 0 75 mm GRADE 550 MAX ULTIMATE UP LIFT FORCE PER L FOOT 1 92 kN PLAN ON SOLAR PANELS oe A d SCALE 1 20 _ Proect 1240 401 Docklands Brive saw FOR CONSTRUCTION p Bocklands VIC 3008 SUNLOCK t VPC Sieg KE 4 DOVE TOLIMA SHEETED ROOF 5 30 PITCH sek AS NOTED Mar 13 ba oamaistisisumai mail dome com au STEEL ROOF STRUCTURE rejec Ne Trawirghs m Rev Int Description Dale SEN CONSULTING Aus www dome com ou TERRAIN CATEGORY 3 11034 84 00 TERRAIN CATEGORY 2 MAX L FOOT SPACING IN mm FOR SHEETED ROOFS PRODUCT NAME SUNLOCK SOLAR PAN EL MOUNTING SYSTEM PRODUCT DESCRIPT SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR PORTRAIT MOUNTE ON 5 30 TIN ROOFS D PANELS SUNLOCK TIN BRACKET TIMBER BATTEN 5 30 DEG PITCH MANUFACTURER S NAME d LOCATION REGION A REGION B REGION C REGION D ENERGY MATTERS PTY LTD E DESIGN CRITERIA m CENTR
8. FIXING MAXIMUM SOLAR PANEL 1680 mm x 1000 mm REFER TO TABLE Ed TE SCALE 110 FOR RAIL AND RAIL FIXING ONLY I TIMBER RAFTER TO SUPPORT FRAME TO BE vi JOINT GROUP J4 OR BETTER MAX ULTIMATE UP LIFT FORCE m p A m S SOLAR PANELS PER L FOOT 1 176 kN di i BY OTHERS SUNLOCK L F OOT o SLLF SOLAR MODULE BY OTHERS lt ki 85 SUNLOCK RAIL SL2R SOLAR PANEL m N CLAMPING POINTS a 126 3 14G TIMBER WATERPROOF P SUNLOCK RAIL SL2R l SCREW 35mm INTO SEAL BY Ter H Tat Tan A TIMBER BATTEN INSTALLER 2 pry iQ iQ Del i DURS EXISTING y SJ TRUSSIRAFTER MODULE CLAMPS PANEL FIXING EXISTING ROOF BATTEN PURLIN YAN SECTION I NOT TO SCALE PLAN ON SOLAR PANELS SONE SCO SCALE 1 20 Project 120 401 Docklands Brive saw FOR CONSTRUCTION Docklands VIC 3008 SUNLOCK mw VPG esis KL DA eed DOME 161394209777 SHEETED ROOF IEN 30 PITCH Sek AS NOTED cae Mar 13 E ammers ebere mail dome com au TIMBER ROOF STRUCTURE Price Crawirghs ev Rev Int Description Date Seier CONSULTING Aus www dome com ou TERRAIN CATEGORY 2 11034 85 00 TERRAIN CATEGORY 3 MAX L FOOT SPACING IN mm FOR SHEETED ROOFS TIMBER BATTEN 5 30 DEG PITCH d
9. FIXINGS FOR SUNLOCK FOR 5 30 TILED ROOFS MAXIMUM SPACING S IN mm FOR TILED ROOFS OF PITCH 5 30 PORTRAIT MOUNTED PANELS SUNLOCK TILE BRACKET LOCATION No OF RAILS REGION A REGIONB REGION C REGION D M A UFACTURERISNANE d CENTRAL 2 1760 1230 725 445 ENERGY MATTERS PTY LTD T ZONE DESIGN CRITERIA D 3 1800 1530 910 560 WIND SPEEDS AND PRESSURES ARE CALCULATED a IN ACCORDANCE WITH z EDGE 2 1240 865 510 315 ASINZS 1170 2 2011 AMDT No 2 Dec 2012 L ZONE 3 1560 1080 640 395 IMPORTANCE LEVEL 2 lt ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT TERRAIN CATEGORY 3 Mz CAT 0 83 REGION A VR 45 mis SOLAR PANEL CLAMPING SOLAR PANEL CLAMPING REGION B VR 57 mis POINTS TO RAILS POINTS TO RAILS REGION C VR 69 m s REGION D VR 88 m s LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUITABILITY TILED ROOF INSTALLATION ZONES E UAM CAPABLE OF SUPPORTING THE ADDITIONAL LOADS IF THE BUILDING 1S SITUATED ANYWHERE OTHER THAN 2 RAILS PANEL FIXING 3 RAILS PANEL FIXING ON A FLAT AREA E A SLOPE A HILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER SCALE 1 20 NOT TO SCALE OR AUS TOM DESIGN MAXIMUM ROOF HEIGHT 10m TABLE VALUES FOR EQUAL PANEL CANTILEVER MINIMUM 5 ROOF PITCH IF PANEL CANTILEVERS ON EACH END OF PANEL MAXIMUM 30 ROOF PITCH SE Sak Ee Ge DIFFER REDUCE TABLE VALUES BY FACTOR 1 13 HIB 0S amp HID lt OS Gu PERMISSI
10. LOCATION REGION A REGION B REGION C REGION D gt xi i CENTRAL 1380 950 560 350 H ZONE gt EDGE 970 670 390 240 ZONE SUNLOCK L FOOT SOLAR PANELS SUNLOCK SLLF BY OTHERS END CLAMP L MAX L FOOT SPACING MAX 1 8 L FOOT SPACING REFER T TABLE i BU TAGS i L t SHEETED ROOF INSTALLATION ZONES M H TABLE VALUES FOR EQUAL PANEL CANTILEVER SPES i IF PANEL CANTILEVERS ON EACH END OF PANEL n DIFFER REDUCE TABLE VALUES BY FACTOR 1 13 PERMISSIBLE PANEL CANTILEVER 10 96 25 OF 45 L PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL SUNLOCKMID CLAMP Se E SE MANUFACTURER EXISTING ROOF BATTEN PURLIN a EXISTING METAL ROOF SHEETING SELE BEYOND Ve SOLAR PANEL MAX L FOOT SPACING fs FOOT SPACING L si FOOT FIXING REFER TO TABLE SCALE 1 40 i m p A m b L i SOLAR PANELS e i BY OTHERS SUNLOCK L F OOT o SLLF SOLAR MODULE BY OTHERS lt lt 5 SUNLOCK RAIL SL2R SOLAR PANEL m N CLAMPING POINTS a 126 3 14G TIMBER WATERPROOF y SUNLOCK RAIL SL2R I SCREW 35mm INTO SEAL BY Tan i Tan Tar A TIMBER BATTEN INSTALLER 2 pr iQ iQ Del THES EXISTING Y TRUSSIRAFTER MODULE CLAMPS PAN EL FIXING ENISTING ROOF BATTEN PURLIN PLAN ON SOLAR PANELS SECTION 1 y 6 SCALE 1 10 NEA NOT TO SCALE PRODUCT NAME SUNLOCK SOLAR PAN EL MOUNTING SYSTEM PRODUCT DESCRIPT SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR PORTRAIT MOUNTE ON 5 30 TIN ROOFS D PANELS
11. SOLAR PANEL 1680 mm x 1000 mm SIZE IN ACCORDANCE WITH THE SOLAR 20 FIXING DETAIL FOR RAIL AND RAIL FIXING ONLY PANEL MANUFACTURER S DETAIL li SCALE 1 10 MINIMUM STEEL BATTEN OR PURLIN e THICKNESS 0 75mm GRADE 550 MAX ULTIMATE UP LIFT FORCE PORTRAIT MOUNTED 5 io eee SOLAR PANEL NOTE SUNLOCK CHANNEL TO BE EMPLOYED ER L FOOT 1 82 kN WHEN TILT ANGLE AND EXISTING PURLIN EEN DEE SPACING DICTATE THAT REAR LEG DOES NOT CIAR DR END COINCIDE WITH A PURLIN LAMP MAXIMUM CANTILEVER LONG LEG SPACING RAIL JOINER LOCATION aw a 1 3 OF ADJACENT BAY REFER TO TABLE 0 25 x LONG LEG SPACING e 656 3 14G SELF DRILLING SCREWS SUNLOCK INTO STEEL A PURLIN BATTEN CHANNEL ROOF SHEETING SLLF WITH Je E A E M8 BOLT TYPICAL sr PURLIN BATTEN SJ 26 3 14G SELF DRILLING Li L Li Li STEEL BATTEN OR PURLIN STEEL BATTEN OR PURLIN SU RUE ed DIAGONAL L SHORT LEG SPACING RAIL JOINER LOCATION DIAGONAL 1200mm MAXIMUM SPACING i200mm MAXIMUM SPACING BRACING REFERTOTABLE 0 25 x SHORT LEG SPACING BRACING SCALE 1 20 NOTE PROVIDE SLDB1200 40x3 FLAT ALUMINIUM DIAGONAL BRACE TO EACH END BAY NOT TO SCALE Project 12 10 401 Docklands Drive aas FOR CONSTRUCTION go Docklands VIC 3008 SUNLOCK tew VE Ges KL ii ELDCOaME 161394209777 20 40 TILT UP SYSTEM Bek AS NOTED cae Mar 13 E ammers ebere mail dome com au STEEL ROOF STRUCTURE Prec Crawirghs Em Rev Int Description Date eli ye CONSULTING Aus www dome com ou TERR
12. 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 risk of personal injury to this level WS Va 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 5 updated April 2013 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 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
13. 034 S1 Rev 00 Dated Mar 2013 11034 S2 Rev 00 Dated Mar 2013 11034 S3 Rev 00 Dated Mar 2013 11034 S4 Rev 00 Dated Mar 2013 11034 S5 Rev 00 Dated Mar 2013 11034 S6 Rev 00 Dated Mar 2013 11034 S7 Rev 00 Dated Mar 2013 11034 S8 Rev 00 Dated Mar 2013 11034 S9 Rev 00 Dated Mar 2013 11034 S10 Rev 00 Dated Mar 2013 The design and documentation has determined that all supporting componentry in the above mentioned documentation was found to be acceptable Should you have any further queries please do not hesitate to contact me Yours faithfully FOR amp ON BEHALF OF DOME CONSULTING PTY LTD LO Robert Cilia BE Civil RBP RPEQ TBP Rooftop installation manual Version 4 5 updated April 2013 21 PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION TILED ROOF INSTALLATION ZONES SOLAR PANELS BY OTHERS 4 FIXINGS PER PANEL SUNLOCK END CLAMP OR SUNLOCK MID 2 RAILS PANEL FIXING 3 RAILS PANEL FIXING NOT TO SCALE TABLE VALUES F DIFFER REDUCE PERMISSIBLE PA OR EQUAL PANEL CANTILEVER IF PANEL CANTILEVERS ON EACH END OF PANEL TABLE VALUES BY FACTOR 1 13 NEL CANTILEVER 10 96 25 OF PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL SUNLOCK MANUFACTURER RAIL SL2R MAY BE PLACED ON EITHER SIDE OF BRACKET TYPICAL TERRAIN CATEGORY 2
14. 40 330 ZONE LONG LEG 665 460 270 165 EDGE SHORT LEG 990 690 410 240 ZONE LONG LEG 495 345 205 120 T FIX FOOTING BRACKET TO CONCRETE SLAB WITH 1 M10 l STAINLESS STEEL DYNABOLT OR EQUIVALENT WATERPROOFING METAL SHEETED ROOF INSTALLATION ZONES zo B TAN 75 MIN 7 ALT CONCRETE CANTILEVER 10 TO 25 OF PANEL zu SIZE IN ACCORDANCE WITH THE SOLAR a B F IXI N G DETAIL PANEL MANUFACTURER S DETAIL KR SCALE 1 10 8 PORTRAIT MOUNTED E SOLAR PANEL NOTE SUNLOCK CHANNEL TO BE EMPLOYED WHEN TILT ANGLE AND EXISTING PURLIN SUNLOCK MID EEN SPACING DICTATE THAT REAR LEG DOES NOT CLAMP OR END COINCIDE WITH A PURLIN CLAMP MAXIMUM CANTILEVER LONG LEG SPACING qu 1 3 OF ADJACENT BAY REFER TO TABLE 6 3 14G SELF M8 BOLT TYPICAL CHANNEL PURLIN BATTEN ROOF SHEETING TIMBER BATTEN pe 6 3 14G SELF DRILLING PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPT ON SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR FOR 20 40 FRAM PORTRAIT MOUNTE MANUFACTURER S N E TILT ANGLES D PANELS AME ENERGY MATTERS PTY LTD DESIGN CRITERIA WIND SPEEDS AND CALCULATED IN ACI ASINZS 1170 2 2011 PRESSURES ARE CORDANCE WITH AMDT No 2 Dec 2012 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MUL TIPLIER M 1 0 FLAT TERRAIN CATEGORY 3 Mz CAT 0 83 REGION A VR 45 m s REGION B VR 57
15. ABILITY 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 10 m MINIMUM 5 ROOF PITCH bo SUNLOCK RAIL SL2R MANUFACTURER SUNLOCKMID CLAMP siniaki toot MAXIMUM 30 ROOF PITCH mes EXISTING ROOF BATTEN PURLIN SLLF BEYOND SE CENE METAISROOE SHEETING SOLAR PANEL SOLAR PANELS TO BE CERTIFIED SEPARATELY MAX L FOOT SPACING L FOOT SPACING MAXIMUM SOLAR PANEL 1680 mm x 1000 mm REFER TO TABLE L FOOT FIXING FOR RAIL AND RAIL FIXING ONLY MINIMUM STEEL BATTEN OR PURLIN THICKNESS SCALE 1 10 vi 0 75 mm GRADE 550 MAX ULTIMATE UP LIFT FORCE sul P F i sa w i ETE ER L FOOT 1 92 KN BY OTHERS o SUNLOCK L FOOT SOLAR MODULE BY OTHERS SLLF lt amp fi SUNLOCK RAIL SL2R SOLAR PANEL CLAMPING POINTS a SUNLOCK RAIL SL2R I 26 3 14G SELF WATERPROOF e Me us i DRILLING SCREW SEAL BY br 2 E un TYPICAL INSTALLER 1 EXISTING STEEL PURLIN OR BATTEN MODULE CLAMPS PANEL FIXING EXISTING ROOF BATTEN PURLIN SECTION VON BEE PLAN ON SOLAR PANELS STN UT SCALE 1 20 EE Project ee 120 401 Docklands Drive sas FOR CONSTRUCTION GE Docklands VIC 3008 SUNLOCK tuw VPC Sien KL cn DE3CMMIE 161394209777 SHEETED ROOF 5 30 PITCH sek AS NOTED rac M
16. AIN CATEGORY 3 11034 sg W EDGE ZONE A MINIMUM OF 02 x B 02xDOR1xH INTERMEDIATE ZONE TERRAIN CATEGORY 2 20 40 DEG TILT UP SYSTEM MAXIMUM L FOOT SPACING IN mm FOR TIMBER BATTENS WIND REGIONS A B C D E INTERNAL SHORT LEG 1370 950 650 400 ZONE LONG LEG 685 475 325 200 INTERMEDIATE SHORT LEG 910 620 430 260 ZONE LONG LEG 455 310 215 130 EDGE SHORT LEG 680 470 320 190 ZONE LONG LEG 340 235 160 95 T FIX FOOTING BRACKET TO CONCRETE SLAB WITH 1 M10 l STAINLESS STEEL DYNABOLT OR EQUIVALENT WATERPROOFING METAL SHEETED ROOF INSTALLATION ZONES zo B TAN 75 MIN 7 ALT CONCRETE CANTILEVER 10 TO 25 OF PANEL zu SIZE IN ACCORDANCE WITH THE SOLAR a B FIXING DETAIL PANEL MANUFACTURER S DETAIL PORTRAIT MOUNTED SOLAR PANEL SUNLOCK MID CLAMP OR END CLAMP RAIL SL2R qu 6 3 14G SELF M8 BOLT TYPICAL CHANNEL PURLIN BATTEN ROOF SHEETING TIMBER BATTEN pe 6 3 14G SELF DRILLING N SCALE 1 10 e NOTE SUNLOCK CHANNEL TO BE EMPLOYED WHEN TILT ANGLE AND EXISTING PURLIN SPACING DICTATE THAT REAR LEG DOES NOT COINCIDE WITH A PURLI MAXIMUM CANTILEVER 1 3 OF ADJACENT BAY LONG LEG SPACING REFER TO TABLE PRODUCT NAME SUNLOCK SOLAR PAN
17. AL 950 660 440 270 WIND SPEEDS AND PRESSURES ARE CALCULATED w ZONE IN ACCORDANCE WITH lt ASINZS 1170 2 2011 AMDT No 2 Dec 2012 E EDGE 670 460 310 190 IMPORTANCE LEVEL 2 lt ZONE ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT s TERRAIN CATEGORY 2 Mz CAT 1 0 r SUNLOCK L FOOT r SOLAR PANELS SUNLOCK REGION A VR 45 mis SLLF BY OTHERS END CLAMP REGION B VR 57 mis L MAX L FOOT SPACING MAX 1 8 L FOOT SPACING REGION C VR 69 m s REFER T TABLE i REGION D VR 88 m s ches LIMITATIONS kull 55 NI THE EXISTING ROOF CONSTRUCTION SHALL t i BE VERIFIED TO ENSURE ITS SUITABILITY SHEETED ROOF INSTALLATION ZONES M ch FOR THIS PRODUCT AND THAT TS T T CAPABLE OF SUPPORTING THE ADDITIONAL LOADS IF THE BUILDING IS SITUATED ANYWHERE OTHER THAN TABLE VALUES FOR EQUAL PANEL CANTILEVER 2 ON A FLAT AREA IE A SLOPE A HILL ETC DO NOT USE IF PANEL CANTILEVERS ON EACH END OF PANEL THIS DRAWING CONTACT A STRUCTURAL ENGINEER DIFFER REDUCE TABLE VALUES BY FACTOR 1 13 FOR A CUSTOM DESIGN PERMISSIBLE PANEL CANTILEVER 10 25 OF WE L MAXIMUM ROOF HEIGHT 10 m PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL PUNEO GISMIRCLAME Se E SE MINIMUM 5 ROOF PITCH MANUFACTURER EXISTING ROOF BATTEN PURLIN SUE MAXIMUM 30 ROOF PITCH XISTING METAL ROOF SHEETING SOLAR PANEL HIB 0 5 amp HID 05 MAX 1 3 SOLAR PANELS TO BE CERTIFIED SEPARATELY MAX L FOOT SPACING LFOOT SPACING L FOOT
18. BLE PANEL CANTILEVER 10 25 OF SOLAR PANELS TO BE CERTIFIED SEPARATELY PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL MAXIMUM SOLAR PANEL 1680 mm x 1000 mm MANUFACTURER FOR RAIL AND RAIL FIXING ONLY SUNLOCK TIMBER RAFTER TO SUPPORT FRAME TO BE RAIL SL2R MAY BE PLACED JOINT GROUP J4 OR BETTER ON EITHER SIDE OF MAX ULTIMATE UP LIFT FORCE BRACKET TYPICAL PER TILE BRACKET 1 5 kN SUNLOCK TILE EXISTING BRACKET SLTBOOS ROOF TILES SOLAR PANEL SUNLOCK TILE 35 MIN m BY OTHERS BRACKET SL THOS L MINIMUM RAFTER SPACING S _ 188 2 46 3 14G TIMBER EXISTING RAFTER AS PER TABLE MAX SCREWS 14 SUNLOCK TILE y A PRE DRILL HOLES BRACKET SLTBOOS i H e 28 SCREW THREAD me A A MINIMUM 80 INTO RAFTER TYPICAL ln PANEL FIXING DETAIL L suNLOCK END CLAMP SCALE 1 20 SECTION EX SCALE 1 10 NS I EXISTING ROOF BATTEN SUNLOCK RAIL SL2R L SUNLOCK MID CLAMP SECTION ZE EXISTING RAFTER ik NEN Project 12 10 401 Docklands Brive sans FOR CONSTRUCTION Bocklands VIC 3008 SUNLOCK tww VPC cosina KL Ze DOVE 161394209777 TILED ROOF IEN 30 PITCH Sek AS NOTED cae Mar 13 E ammers ebere mail dome com au TIMBER ROOF STRUCTURE Price Eravirg Ne Em Rev Int Description Date Seier CONSULTING Aus www dome com ou TERRAIN CATEGORY 3 11034 32 W SHEETED ROOF INSTALLATION ZONES TERRAIN CATEGORY 2 MAX L FOOT SPACING IN mm FOR SHEETED ROOFS STEEL BATT
19. EL MOUNTING SYSTEM PRODUCT DESCRIPT ON SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR FOR 20 40 FRAM PORTRAIT MOUNTE MANUFACTURER S N E TILT ANGLES D PANELS AME ENERGY MATTERS PTY LTD DESIGN CRITERIA WIND SPEEDS AND CALCULATED IN ACI ASINZS 1170 2 2011 PRESSURES ARE CORDANCE WITH AMDT No 2 Dec 2012 IMPORTANCE LEVEL 2 ANNUAL PROBABILITY OF EXCEEDANCE 1 500 TOPOGRAPHIC MUL TIPLIER 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 THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO EN FOR TH IF THE BUILDING IS TOM DESIGN M ROOF HE MU MU S PRODUCT CAPABLE OF SUPPORTING THE ADDITIONAL LOADS M 10 ROOF PITCH SURE ITS SUITABILITY AND THAT IT IS SITUATED ANYWHERE THAN ON A FLAT AREA SLOPE AHILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A 0 IGHT 10m SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680 mm x 1000 mm FOR RAIL AND RAIL TIMBER BATTENS Ti MAX ULTIMATE UP PER L FOOT 1 176 RAIL JOIN FIXING ONLY O SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER LIFT FORCE kN ER LOCATION 0 25 x LONG LEG SPACING H Sou
20. EN PURLIN 5 30 DEG PITCH MAX L FOOT SPACING z LOCATION REGIONA REGIONB REGIONC REGIOND i CENTRAL 1550 1080 720 450 o ZONE EDGE 1100 760 510 310 ZONE SUNLOCK L FOOT SOLAR PANELS SUNLOCK SLLE BY OTHERS END CLAMP REFERT TABLE iF MAX 1 3 L FOOT SPACING L 4H 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 10 PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL 25 OF m OF ON PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR 8 30 TIN ROOFS PORTRAIT MOUNTED PANELS SUNLOCK TIN BRACKET MANUFACTURER S NAME DESIGN CRITERIA ENERGY MATTERS PTY LTD WIND SPEEDS AND PRESSURES ARE CALCULATED IN ACCORDANCE WITH AS NZS 1170 2 2011 AMDT No 2 Dec 2012 IMPORTANCE LEVEL 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 THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO ENSURE ITS SUIT
21. ET SLOCK Rooftop Installation Manual Version 4 5 updated April 2013 Australian Made www sunlock com au CONTENTS Introduction 7 1 27T 0 C02 3 Safety and Installer Responsibiliti S 4 gt Handling and Installing SunLock ss 4 gt Wind and Climate Design 4 Technical Specifications 5 ee 5 gt FSAI OS oet CR Rae ee 5 gt Custom DSS E 5 Before Installing 6 gt Receipt of GOODS ettet 6 gt Tools Required for Installation see 6 SunLock CGomponents aaa 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 Installatton aasan 15 gt Installing L Feet on Steel ROOfS 15 gt Installing Tile Brackets iii 16 Warranty Against Defects 19 Consumer Guarantees 20 Contact Details sehe 20 Maintenance and Cleantmg u 21 References 21 Rooftop installation manual Version 4 5 updated April 2013 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
22. IMATE UP LIFT PER TILE BRACKET 1 5 kN PPORT FRAME TO BE T FORCE SUNLOCK TILE EXISTING BRACKET SLTBOOS ROOF TILES SOLAR PANEL SUNLOCK TILE 35 MIN BY OTHERS BRACKET SITEU _ MINIMUM RAFTER SPACING S E 135 2 06 3 14G TIMBER EXISTING RAFTER AS PER TABLE MAX SCREWS 14 SUNLOCK TILE pria si PRE DRILL HOLES ZL BRACKET SLTB005 i S 28 SCREW THREAD pa VI A MINIMUM 80 INTO RAFTER TYPICAL zl 14 I PANEL FIXING DETAIL L SUNLOCK END CLAMP SCALE 1 20 SECTION EIN SCALE 1 10 NS 2 I EXISTING ROOF BATTEN SECTION ZAN SUNLOCK RAIL SL2R L SUNLOCK MID CLAMP EXISTING RAFTER NS 7 _ Project 1240 401 Docklands Drive PE l saw FOR CONSTRUCTION Docklands VIC 3008 suUN G KE 1 10 tww VPC Sieg KE ka donnen bouro moil dome com au TIMBER ROOF STRUCTURE Ircieche Trawirghs p Rev Int Description Date rette CONSULTING Aus www dome com ou TERRAIN CATEGORY 2 11034 84 00 PRODUCT NAME SUNLOCK SOLAR PANEL MOUNTING SYSTEM PRODUCT DESCRIPTION TERRAIN CATEGORY 3 SOLAR PANEL SUPPORT FRAME AND
23. R ROOF STRUCTURE rejec Ne Erauirg Ne Se Rev Int Description Date SEN CONSULTING Aus www dome com ou TERRAIN CATEGORY 3 11034 86 00 EDGE ZONE PRODUCT NAME SUNLOCK SOLAR PAN EL MOUNTING SYSTEM A MINIMUM OF 02xB PRODUCT DESCRIPTION 02xDOR1xH INTERMEDIATE ZONE TERRAIN CATEGORY 2 20 40 DEG TILT UP SYSTEM SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR MAXIMUM L FOOT SPACING IN mm FOR STEEL BATTENS PURLINS FOR 20 40 FRAME TILT ANGLES PORTRAIT MOUNTED PANELS E WIND REGIONS A B C D MANUFACTURER SNAME 2 ENERGY MATTERS PTY LTD mi DESIGN CRITERIA e INTERNAL SHORT LEG 1800 1540 1050 640 WIND SPEEDS AND PRESSURES ARE D li ZONE n n CALCULATED IN ACCORDANCE WITH z LONG LEG 1100 770 525 320 ASINZS 1170 2 2011 AMDT No 2 Dec 2012 INTERMEDIATE SHORT LEG 1480 1020 700 420 IMPORTANCE LEVEL 2 n m ANNUAL PROBABILITY OF EXCEEDANCE 1 500 ZONE LONG LEG 740 510 350 210 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT n n n TERRAIN CATEGORY 2 Mz CAT 10 EDGE SHORTLEG 1100 760 520 320 PEE BON A VES AE ma ZONE LONG LEG 550 380 260 160 REGION B VR 57 ms REGION C VR 69 mis REGION D VR 88 mis LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL i FIX FOOTING BRACKET TO BE VERIFIED TO EN
24. SURE ITS SUITABILITY CONCRETE SLAB WITH 1 M10 FOR THIS PRODUCT AND THAT IT IS STAINLESS STEEL DYNABOLT OR CAPABLE OF SUPPORTING THE ADDITIONAL LOADS METAL SHEETED ROOF INSTALLATION ZONES PC a STHER THAN ON AFLATAREA a i TO BUILDER S DETAIL 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 GE MAXIMUM ROOF HEIGHT 10 m pu MAXIMUM 10 ROOF PITCH E ALT CONCRETE SOLAR PANELS TO BE CERTIFIED SEPARATELY CANTILEVER 10 TO 25 OF PANEL MAXIMUM SOLAR PANEL 1680 mm x 1000 mm SIZE IN ACCORDANCE WITH THE SOLAR 20 FIXING DETAIL SEGRRAIUAND BAICEIING ONLY PANEL MANUFACTURER S DETAIL ki SCALE 1 10 MINIMUM STEEL BATTEN OR PURLIN e THICKNESS 0 75mm GRADE 550 a E DIIE E MAK ULTIMATE UP LIFT FORCE SOLAR PANEL NOTE SUNLOCK CHANNEL TO BE EMPLOYED ER L FOOT 1 92 kN WHEN TILT ANGLE AND EXISTING PURLIN n SPACING DICTATE THAT REAR LEG DOES NOT GLANS OREN PAS 2R COINCIDE WITH A PURLIN CLAMP MAXIMUM CANTILEVER LONG LEG SPACING RAIL JOINER LOCATION qu ai 1 3 OF ADJACENT BAY REFER TO TABLE 0 25 x LONG LEG SPACING 6 3 14G SELF DRILLING SCREWS INTO STEEL PURLIN BATTEN SUNLOCK CHANNEL ROOF SHEETING SLLF WITH d M8 BOLT TYPICAL sr PURLIN BATTEN 6 3 14G SELF DRILLING Sou T T T
25. SYSTEM SOLAR PANEL SUPPORT FRAME AND FIXINGS FOR SUNLOCK FOR MAXIMUM L FOOT SPAGING IN mm FOR STEEL BATTENS PURLINS _ FOR 20 40 FRAME TILT ANGLES PORTRAIT MOUNTED PANELS T WIND REGIONS A B C D MANU FACTURER S NAME ENERGY MATTERS PTYLTD DESIGN CRITERIA 2 INTERNAL SHORT LEG 1800 1800 1330 810 WIND SPEEDS AND PRESSURES ARE D di ZONE LONG LEG 1620 1130 665 405 CALCULATED IN ACCORDANCE WITH z S ASINZS 1170 2 2011 AMDT No 2 Dec 2012 INTERMEDIATE SHORT LEG 1800 1500 880 530 IMPORTANCE LEVEL 2 n ANNUAL PROBABILITY OF EXCEEDANCE 1 500 ZONE LONG LEG 1080 750 440 265 TOPOGRAPHIC MULTIPLIER M 1 0 FLAT n TERRAIN CATEGORY 3 Mz CAT 2 0 83 EDGE SHORT LEG 1620 1130 650 410 REGION AVAS 46 ZONE LONG LEG 810 565 325 205 REGION B VR 57 mis REGION C VR 69 mis REGION D VR 88 mis LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL I FIX FOOTING BRACKET TO BE VERIFIED TO ENSURE ITS SUITABILITY CONCRETE SLAB WITH 1 M10 FOR THIS PRODUCT AND THAT IT IS STAINLESS STEEL DYNABOLT OR CAPABLE OF SUPPORTING THE ADDITIONAL LOADS METAL SHEETED ROOF INSTALLATION ZONES PC a STHER THAN ONAFLATAREA z TO BUILDER S DETAIL 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 TSMN MAXIMUM ROOF HEIGHT 10 m pu a MAXIMUM 10 ROOF PITCH E ALT CONCRETE SOLAR PANELS TO BE CERTIFIED SEPARATELY CANTILEVER 10 TO 25 OF PANEL 2 8 MAXIMUM
26. 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 gt 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 gt 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 Frame and provide a replacement Frame at our expense If we determine that the Frame is defective
27. 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 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 gt 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 gt 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 Warr
28. anty 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 5 updated April 2013 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 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 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 Rooftop installation manual Version 4 5 updated April 2013 20 MAINTENANCE AND CLEANING 6106 T6 aluminium is largely mai
29. ar 13 ammers ebere mail dome com au STEEL ROOF STRUCTURE Prec Eravirg Ne ET Rev Int Description Date eli ye CONSULTING Aus www dome com ou TERRAIN CATEGORY 2 11034 33 W TERRAIN CATEGORY 3 MAX L FOOT SPACING IN mm FOR SHEETED ROOFS STEEL BATTEN PURLIN 5 30 DEG PITCH SHEETED ROOF INSTALLATION ZONES 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 10 PANEL SIZE IN ACCORDANCE WITH SOLAR PANEL 25 OF z LOCATION REGION A REGION B REGION C REGION D i CENTRAL 1800 1560 920 560 o ZONE EDGE 1580 1100 640 390 ZONE SUNLOCK L FOOT SOLAR PANELS SUNLOCK SLLF BY OTHERS END CLAMP d MAX L FOOT SPACING MAX 1 8 L FOOT SPACING REFER T TABLE 1 LA WN NW LL H A ENISTING ROOF BATTEN PURLIN SUNLOCK RAIL SL2R 26 3 14G SELF DRILLING SCREW TYPICAL MANUFACTURER MAX 113 MAX L FOOT SPACING Wei GER SPACING REFER TO TABLE Ier Mot TeT Ter A a SOLAR MODULE BY OTHERS lt gt 8 LI a SUNLOCK RAIL SL2R We Y Ter T Ter Ter A tell 19 i Y MODULE CLAMPS SUNLOCK MID CLAMP EXISTING ROOF BATTEN
30. dance with AS NZS 1170 2 2011 Amdt 2 2012 Included towns Region A M A MA MA VO MN Vv MO YM Callytharra Springs Gascoyne Junction Green Head Kununurra Lord Howe Island Morawa Toowoomba Wittanoom Bourke Region B M A VO A VO A A VO A A A A MV AN SN Adelaide River Atherton Biloela Brisbane Christmas Island Collinsville Corindi Geraldton Ivanhoe Kyogle Marble Bar Mullewa Norfolk Island Torres Strait Islands Wyndham Region C Borroloola Broome Bundaberg Burketown Cairns Cocos Islands Darwin Derby Karumba Mackay Mareeba Millstream Moreton Nhulunbuy Normanton Rockhampton YM MO ONES AS ORE ONES OA OU S AN s s sp CARL Sp SP Townsville Region D gt Carnarvon Exmouth Onslow gt gt Karratha gt gt Port Hedland 50km 100km AR 150km LJ Region A P Region B ES Region C ES Region D lt 25 Rooftop installation manual Version 4 5 updated April 2013 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 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 dow
31. e the bolt assembly Generally the other brackets on the roof can be adjusted to the same elevation position gt 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 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 timber in the section and screw into the timber or use bolts washers and nuts LOCK Rooftop installation manual Version 4 5 updated April 2013 16 INSTALLATION CONTINUED 1 Connecting Rail to Roof Mounts 2 Connecting Rail to Roof Mounts 3 Connecting Multiple Rails Connect the rail to the roof mounts by inserting the roof The rail can be adjusted vertically within the roof Join rail segments b
32. fore 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 calculating 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 gt 0 2xD gt H Flush mounted arrays Tilt mounted arrays A MINIMUM OF 0 2 x B 0 2xDOR1xH pu f EDGE ZONE MES UE ve H AVERAGE HEIGHT r INTERMEDIATE ZONE AVERAGE HEIGHT Rooftop installation manual Version 4 5 updated April 2013 13 WIND REGION MAP AUSTRALIA in accor
33. 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 A 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 5 updated April 2013 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 5 to 30 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 NZS 1170 2 2011 Amdt 2 2012 gt Optional anodised finish standard is mill finish gt Australian design and manufacture 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
34. m s REGION C VR 69 m s REGION D VR 88 m s LIMITATIONS THE EXISTING ROOF CONSTRUCTION SHALL BE VERIFIED TO EN FOR TH IF THE BUILDING IS TOM DESIGN M ROOF HE MU MU S PRODUCT CAPABLE OF SUPPORTING THE ADDITIONAL LOADS M 10 ROOF PITCH SURE ITS SUITABILITY AND THAT IT IS SITUATED ANYWHERE THAN ON A FLAT AREA SLOPE AHILL ETC DO NOT USE THIS DRAWING CONTACT A STRUCTURAL ENGINEER FOR A 0 IGHT 10m SOLAR PANELS TO BE CERTIFIED SEPARATELY MAXIMUM SOLAR PANEL 1680 mm x 1000 mm FOR RAIL AND RAIL TIMBER BATTENS Ti MAX ULTIMATE UP PER L FOOT 1 176 RAIL JOIN FIXING ONLY O SUPPORT FRAME TO BE JOINT GROUP J4 OR BETTER LIFT FORCE kN ER LOCATION 0 25 x LONG LEG SPACING H Sou T SCREW INTO TIMBER TIMBER BATTEN PRULIN TIMBER BATTEN PURLIN BATTEN TYPICAL 200mm MAXIMUM SPACING 1200mm MAXIMUM SPACING PANEL FIXING DETAIL SUALE 1 20 DIAGONAL BRACING SHORT LEG SPACING REFER TO TABLE RAI 0 25 x SH L JOINER LOCATION ORT LEG SPACING NOTE PROVIDE SLDB1200 40x3 FLA SUNLOCK REAR FRAMING ELEVATION T ALUMINIUM GIAGONAL BRACE TO EACH END BAY DIAGONAL BRACING sc l
35. n 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 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 L foot fits to the crest Rooftop installation manual Version 4 5 updated April 2013 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 gt 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 secur
36. ntenance free Only in highly polluted or marine conditions is rinsing with clean water required during scheduled panel cleaning REFERENCES 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 AS3566 2011 self drilling screws for the building and construction industries CERTIFICATE OF COMPLIANCE Dome Consulting Aust Pty Ltd Suite 12 10 401 Docklands Drive Docklands Vic 3008 CONSULTING Aust Phone 61 3 9420 9777 mail dome com au www dome com au ABN 32 146 605 870 Our Ref LTR 11034 A 3 AV Thursday 2 May 2013 CERTIFICATE This is to certify that at the request of Energy Matters Pty Ltd Dome Consulting Aust Pty Ltd have reviewed the componentry used in the Sunlock Rooftop Installation Manual Version 4 5 updated April 2013 In addition Dome Consulting Aust Pty has prepared the structural documentation within the Sunlock Rooftop Installation Manual Version 4 5 updated April 2013 The check included a review of all regions of Australia wind loading conditions including Cyclonic conditions in accordance to AS1170 2 Amdt2 2012 12 24 The general arrangement of the rails and supports for regions throughout Australia is to comply with the following structural drawings prepared by Dome Consulting Aust Pty Ltd which are included in Sunlock Installation Manual Version 4 5 11
37. osco sinti ounrs cbrcumaz ana slg yle Rev Int Description Date am CONSULTING Aust www dome com au NOT TO SCALE 12 10 401 Docklands Drive Bocklands VIC 3608 SUNLOCK 161394209777 20 40 TILT UP SYSTEM moil dome com au TIMBER ROOF STRUCTURE TERRAIN CATEGORY 3 ams FOR CONSTRUCTION tuw VPC esige KL ack AS NOTED ra Mari rejec Ne Erauirg Ne Se 11034 310 00
38. 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 WA WO SS DOO SASS RRMA MDE 9 Continue Installing Mid Clamps Continue to clamp the neighbouring panels in the array to the rails 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 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 SLELBTO2 can be connected to the top or the side of the rail 12 Isolator mounting bracket Fasten the Isolator Mounting Bracket to the end of the SunLock rail The DC isolator can then be fixed to this plate Rooftop installation manual Version 4 5 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
39. slopes or hills For a custom design please contact either SunLock or an Australian registered structural engineer Rooftop installation manual Version 4 5 updated April 2013 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 W End clamps a minimum of 4 per row unless 3 rails are required of panels fitted at the ends W Mid clamps 2 for every gap between neighbouring panels e g number of panels in row minus one multiplied by two 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 va CAUTION A 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 W T bar Allen Key or 6 mm hexagonal driver bit If using a 6 mm driver bit make sure the cordless power tool EH 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 S
40. ten drawings are as follows S1 Tile roofs terrain category 2 S2 Tile roofs terrain category 3 S3 Tin roofs with steel purlins terrain category 2 S4 Tin roofs with steel purlins terrain category 3 S5 Tin roofs with timber battens terrain category 2 S6 Tin roofs with timber battens terrain category 3 S7 Tiltlegs on roofs with steel purlins terrain category 2 S8 Tiltlegs on roofs with steel purlins terrain category 3 S9 Tiltlegs on roofs with timber battens terrain category 2 S10 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 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 the appropriate drawing for the installation site and follow the detailed instructions contained within it
41. unLock framing W Drill or impact driver for driving roof material fixings W 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 5 updated April 2013 SUNLOCK COMPONENTS SL2R 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 SLLFOO2 standard with a 75 mm roofing screw SLLFOO4 with a Tek screw SLLFOO5 with a 10 mm hole in the base Rooftop installation manual Version 4 5 updated April 2013 SUNLOCK COMPONENTS CONTINUED SLTB005 Adj
42. ustable 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 panels SLEC004 34 46 mm panels SLECOO6 46 58 mm panels Rooftop installation manual Version 4 5 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 SLMC024 30 40 mm panels SLMCO26 40 50 mm panels Note Other panel thickness accommodated by special orders SLEL EarthLock system comprises the EarthLock washer SLELW01 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 easil
43. 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 AS NZS 1170 2 2011 Amdt 2 2012 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 30 slopes hills contact a structural engineer for a custom design AS NZS 1170 2 2011 Amdt 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 gt REMEMBER average wind speeds are higher for structures mounted closer to the roof perimeter zone edge gt 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
44. y attached to the SunLock rail and provides a mounting surface for the rooftop DC isolator Rooftop installation manual Version 4 5 updated April 2013 SUNLOCK COMPONENTS CONTINUED SLTL Tilt Leg kits comprise one front leg and one rear leg The front leg is 150 mm long SLTL300 300 mm rear leg SLTL500 500 mm rear leg SLTL600 600 mm rear leg SLTL700 700 mm rear leg SLTL800 800 mm rear leg SLCA Channel Assembly allows tilt arrays to be correctly inclined even if the purlins are not ideally spaced or located The channel has outer dimensions of 41 3 x 41 3 mm and is extruded from 6061 T6 structural grade aluminium with a minimum yield strength of 240 MPa SLCA1500 1500 mm long 2 L feet SLCA2000 2000 mm long 2 L feet SLCA3000 3000 mm long 2 L feet SLTBLA Tile bracket landscape adaptors can be used in conjunction with a tile bracket to convert a traditional portrait solar array into landscape format Ce 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 5 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 Read off the maximum fixing spacing and calculate the total number of fixings required The
45. y inserting the rail joiner into the mount keylock into the rail channel Make sure the ridged attachment slot when bolts are loosely fastened rail channel 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 6 Installing Mid Clamps Fasten cap screws to secure Insert keylock of the end clamp into the rail channel Insert the keylock of the mid clamp into the rail channel Using a 6 mm hex driver Allen key secure the first solar and position the clamp against the first panel frame panel to the railing starting as close to the end of the row Hand tighten the screw 2 3 turns to loosely hold the as possible A minimum of 50 mm between the end of clamp in position Ensure the EarthLock washer is placed the rail and edge of the first solar panel is required between the SunLock rail and the frame of the panel Rooftop installation manual Version 4 5 updated April 2013 17 INSTALLATION CONTINUED 7 Installing Mid Clamps Slide second panel firmly into place against the mid clamps and fasten bolts Ka WM hig Mil Mis Z 7670600446 ly MM LIME Z f 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

Rooftop Installation Manual

Contents

Download Pdf Manuals

Related Search

Related Contents