Structural engineering certificate best practice requirements
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1 Structural engineering certificate best practice requirements 1 The Structural Engineering Certificate must be cmpiled and signed by a qualified Structural engineer wh is registered in the NPER database. The CEC will crss-check the engineer s registratin at 2 The Structural Engineering Certificate must clearly indicate: Engineering Cmpany Name & cntact details Manufacturer & Mdel Number f PV Munting equipment Date f Certificatin Signature f structural engineer List f applied standards: AS/NZS : 2002 Structural Design Actins- AMDT 5 (2011)-General Principles. AS/NZS : 2011 Structural Design Actins,Part 2 AMDT (2012) Wind Actins AS 3600 Cncrete Structures AS 4600 Cld-Frmed Steel Structures AS/NZ Aluminium in Structures AS/NZ Extruded Aluminium & Aluminium Allys fr General Purpses AS1720- Timber Structures, Design Methds List Of Exclusins & Structural Adequacy statement Slar Panel design & installatin Earthquake Lading (AS ) Snw & Ice lading (AS ) Cnditin and/r capacity f any existing r new rf structure fr fixing the slar panel Munting System is nt cvered by this certificate. Ensuring the adequacy f any structure prpsed t supprt the slar panel munting system is the respnsibility f the installer and shuld be checked and certified by a qualified registered engineer prir t installatin. Grund Munts: Installer shall seek advice frm a suitably qualified getechnical engineer t verify any sil parameters relevant t fting design. CEC Structural Engineering Cert Requirements Best Practice Versin 1 Aug
2 3 Declaratin 1: Any cmpnent drawings supplied withut design stamp frm this Engineering cmpany. Tpgraphic Factr : If a factr f 1 is indicated then the system in nt deemed suitable fr use in the vicinity f hills, ridges r escarpments I declare that all the CEC Best Practice evaluatin criteria have been fllwed as utlined in the CEC Best Practice Requirements dcument. Declaratin 2: I declare that where applicable, NATA prf lad test results have been prvided t the abve name structural engineering cmpany and that these test results have been cnsidered when calculating ft spacing requirements fr nn-penetrating rf clamps and/ r tile hk brackets. Declaratin 3: I declare that I have fllwed the CEC best practice Screw Pull-ut Guide fr preparatin f the certificate utcmes. 3 Evaluatin (Flush, Tilt and Grund Munt): The fllwing criteria must be applied by the engineer when assessing the prduct fr CEC best Practice munting equipment. CEC Structural Engineering Cert Requirements Best Practice Versin 1 Aug
3 4 FLUSH MOUNTING- Engineers Evaluatin Design Life- 25 Years Terrain Categry Rf Heights 5,10,15,20 M Imprtance Level- 2 (Ordinary) Rf Znes- Edge & Middle Wind Regins Annual Prbability f Exceedance: As per AS Embedment Assumptins Exclusins: 35mm int timber purlin 80mm int Rafters / jists 0.75mm int steel purlin/jist Maximum Slar Mdule Dimensins Weight f slar panels Max & Min kg/sqm Equipment Categry Flush Munt (50-200mm) Rf Hk Deflectin /prf lad testing Data frm agreed test t be used in evaluatin Tpgraphic Factr * Screw pull-ut frce- Ref Methdlgy Dc Shape Factr Cef Edge (-1.7)Mid (-1.4) <5 t 30 Degree Slar Panel design & installatin Earthquake Lading (AS ) Snw & Ice lading (AS ) Cnditin and/r capacity f any existing r new rf structure fr fixing the slar panel Munting System is nt cvered by this certificate. Ensuring the adequacy f any structure prpsed t supprt the slar panel munting system is the respnsibility f the installer and shuld be checked and certified by a qualified registered engineer prir t installatin. *Tpgraphic Factr : If a factr f 1 is indicated then the system in nt deemed suitable fr use in the vicinity f hills, ridges r escarpments Any cmpnent drawings supplied withut design stamp frm this Engineering cmpany. AS/NZS : 2002 Structural Design Actins, Part 0 General Principles AS/NZS : 2011 Structural Design Actins, Part 0 General Principles,Part 2 AMDT (2012) Wind Actins AS 3600 Cncrete Structures AS 4600 Cld-Frmed Steel Structures AS/NZ Extruded Aluminum & Aluminum Allys fr General Purpses AS1720- Timber Structures, Design Methds CEC Structural Engineering Cert Requirements Best Practice Versin 1 Aug
4 TILT MOUNTING- Engineers Evaluatin Design Life- 25 Years Terrain Categry Rf Heights 5,10,15,20 M Imprtance Level- 2 (Ordinary) Rf Znes- Edge & Middle Wind Regins Annual Prbability f Exceedance: As per AS Embedment Assumptins Exclusins: 35mm int timber purlins 80mm int Rafters/ jists 0.75mm int steel /purlin / jist Maximum Slar Mdule Dimensins Weight f slar panels Max & Min kg/sqm. Equipment Categry Tilt Munt Rf Hk Deflectin /prf lad testing Data frm agreed test t be used in evaluatin Tpgraphic Factr * Tilt Frame- Max Tilt Angle Screw pullut frce- Ref Methdlgy Dc Array Pitch Angle (T hrizntal) Slar Panel design & installatin Earthquake Lading (AS ) Snw & Ice lading (AS ) Cnditin and/r capacity f any existing r new rf structure fr fixing the slar panel Munting System is nt cvered by this certificate. Ensuring the adequacy f any structure prpsed t supprt the slar panel munting system is the respnsibility f the installer and shuld be checked and certified by a qualified registered engineer prir t installatin. Any cmpnent drawings supplied withut design stamp frm this Engineering cmpany. *Tpgraphic Factr : If a factr f 1 is indicated then the system in nt deemed suitable fr use in the vicinity f hills, ridges r escarpments AS/NZS : 2002 Structural Design Actins, Part 0 General Principles AS Structural Design Actins, Part 0 General Principles, Part 2 AMDT (2012) Wind Actins AS 3600 Cncrete Structures AS 4600 Cld-Frmed Steel Structures AS/NZ Extruded Aluminum & Aluminum Allys fr General Purpses AS1720- Timber Structures, Design Methds CEC Structural Engineering Cert Requirements Best Practice Versin 1 Aug
5 GROUND MOUNT- Engineers Evaluatin Design Life- 25 Years Terrain Categry Tpgraphic Factr * Imprtance Level- 2 (Ordinary) Annual Prbability f Exceedance: AS per AS Fting Assumptins Exclusins: Hles int Sil Int cncrete slab/piers Ballast piers Screw in Maximum Slar Mdule Dimensins Weight f slar panels Max & Min kg/sqm. Equipment Categry Grund Munt Wind Regins Tilt Frame- Max Tilt Angle Slar Panel design & installatin Earthquake Lading (AS ) Snw & Ice lading (AS ) Cnditin and/r capacity f any existing r new rf structure fr fixing the slar panel Munting System is nt cvered by this certificate. Ensuring the adequacy f any structure prpsed t supprt the slar panel munting system is the respnsibility f the installer and shuld be checked and certified by a qualified registered engineer prir t installatin. Grund Munts: Installer shall seek advice frm a suitably qualified getechnical engineer t verify any sil parameters relevant t fting design. Any cmpnent drawings supplied withut design stamp frm this Engineering cmpany. *Tpgraphic Factr : If a factr f 1 is indicated then the system in nt deemed suitable fr use in the vicinity f hills, ridges r escarpments AS Structural Design Actins, Part 0 General Principles, Part 2 AMDT (2012) Wind Actins AS 3600 Cncrete Structures AS 4600 Cld-Frmed Steel Structures AS/NZ Extruded Aluminum & Aluminum Allys fr General Purpses AS1720- Timber Structures, Design Methds AS Piling Design and installatin CEC Structural Engineering Cert Requirements Best Practice Versin 1 Aug
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