2 r oofin g with C orr ug a te D or t rapezoi D al p r ofile S an D S an D wi C h e le M ent S Ins t allation Ins tructions f or Solar F as t ening Sy s t em Defne t he position of t he scr e w s specifed abo v e wit h t he calculation sof tw ar e in accor dance wit h pr ojectr elat ed planning The scr e w s mus t alw ay s only be mount ed on t he w av e peak or on t he upper c hor d of t he r oofng A t t his point pr edr ill t he r oofng and t he subs tr uctur e in accor dance wit h t he v alu es lis t ed belo w and scr e w t he cor r esponding scr e w int o t he pu r lin F ir mly pr ess t he EPDM seal or sealing w asher ont o t he r o o f s k i n u s i n g t h e n u t Then fas t en t he adap t er ang le br ac k e t on t he s tud scr e w or t he W SF solar fas t ener be tw een t he tw o nuts F or scr e w s wit h an M1 0 t hr ead t he tight enin g t or q ue is 30 40 Nm and f or an M1 2 t hr ead 50 60 Nm The adap t er ang le br ac k e t mus t no t be dir ect ed t o w ar d t he ea v es F ur t her mounting of t he fas t ening sy s t em is t hen car r ied out accor ding t o t he s t eps 3 1 0 fr om P oint 1 R oofng wit h P antiles Im por t ant pr ocessing inf ormation f or s tud scr e w s Stud scr e w s Pr edr illing r oof skin Pr edr illing w ood M10 13 mm dia 7 mm dia M12 14 mm dia 85 mm dia The minimu m scr e w in dep t h of t he s tud scr e w s in t he r oof su bs tr u ctu r e is 6xd 60 mm f or M10 s tu d scr e w s and 72 mm f or M12 s tu d scr e w s The s tu d scr e w s mu s t alw ay s be mou nt ed in t he v er tical dir ection r elativ e t o t he r oof slope Shou ld fas t ening in t he r oof subs tr u ctu r e no t be possible fas t ening can be car r ied ou t u sing t he mou nting ang le br ac k e t T o do t his mar k t he position of t he mou nting ang le br ac k e t on t he shee t me t al in accor dance wit h t he pr ojectbased planning wit h t he calcu lation sof tw ar e and pr edr ill t he plat e at t he location of t he fas t ening holes The mounting ang le br ac k e t mu s t alw ay s be fas t ened on t he upper c hor d of t he plat e Then fas t en t he mou nting ang le br ac k e t dir ectly on t he plat e F or mou nting w e r ecommended tw o ZEBRA blind r iv e ts eac h s t ainless s t eel A2 A2 48 x Ar t 0913 48 Im por t ant Obser v e t he pr edr illing diame t er of 49 50 mm and t he clam ping r ang e The fu r t her mou nting of t he fas t ening sy s t em is t hen car r ied out in accor dance wit h t he s t eps 3 10 fr om P oint 1 R oofng wit h P antiles Im por t ant no t es on ins t allation Su fcient fas t ening of t he plat e t o t he r oof su bs tr u ctu r e and t he maximu m loadbear ing capacity of t he plat e mu s t alw ay s be c hec k ed bef or e mou nting Especially wit h sandwic h elements dir ect fas t ening is g ener ally no t car r ied ou t on t he co v er plat e du e t o a lo w loadbear ing capacity The maximu m fas t ening spacing be tw een t he individual mou nting ang le br ac k e ts is appr o x 40 mm depending on t he type of plat e connecting media mou nting r ails e tc The minimu m t hic kness of t he s t eel plat e is g e ne r ally 06 mm 21 F as t ening wit h s tud scr e w s Ar t 0865 80865 9 or W SF solar f as t ener s Ar t 0201 22 F as t ening wit h mounting ang le br ac k e t Ar t 0865 998 8 Im por t ant no t es on ins t all ati on f or W SF solar f as t ener Scr e w s mus t alw ay s be mount ed in t he v er tical dir ection r elativ e t o t he r oof slope The cor r esponding load v alues and mounting ins tr uctions fr om t he cons tr uction per mit mus t be t ak en int o account T ype A f or w ood subs tr uctur e Pr edr ill t he w ooden subs tr u ctur e and r oofng wit h 6 mm dia eac h The scr e w in dep t h in w ood is at leas t 34 mm T ype BZ f or s t eel subs tr uctur es Thic knes s of s t eel subs tructu r e Pr edr illing dia 1 5 50 mm 68 mm 60 mm 70 mm 80 mm 72 mm 1 00 mm 74 mm 36 Solar Mounting Syt em