Inf ormation on building R oof T ype Flat R oof Sloped R oof Gr ound Mount F or R oof Mount Building Height f ee t R oof Pitc h deg r ees R oofng Cor r ugat ed pr ofle T r apezoidal pr ofle Gr av el T ar St anding Seam R oof height of pr ofle Sandwic h element T ype of St anding Seam R oof Asphalt Shing les Ot her s R oof Subs tructur e T imber R af t er s St eel R af t er s St eel IBeam Dimension of R af t er Dep t h of IBeam R af t er or Joi s t Spaci ng 16 inc hes 24 inc hes 32 inc hes Ot her measur ed fr om cent er t o cent er F as t ening of ele v ation sy s t ems Dir ect connection in subs tr uctur e N on pene tr ation S5 Clam p A tt ac hed w eights r esidual load bear ing capacity of building mus t be c hec k ed b y a s tr uctur al engineer W e will be happ y t o pr epar e a pr ojectbased calculation of t he subs tr uctur e using y our specifcations Should cer t ain inf or mation be missing t hen t he s t andar d v alues will be used f or t he calculation The e v aluation of t he building s t aticsis no t par t of t he calculation and mus t be car r ied out separ at ely b y a s tr uctur al engineer Our g ener al T er ms and Condition at www wur t hcanadacom apply Please send t he com ple t ely flledout f or m b y fax t o 9055643671 or t o solarwur t hca Our solar pr oduct and application advisor s will be happ y t o answ er an y q ues tions y ou ma y hav e F eel fr ee t o also call us at 9055646225 Inf ormation on Building R oof T ype Flat R oof Sloped R oof Gr ound Mount T ilt Ang le deg r ee R oofng Cor r ugat ed pr ofle T r apezoidal pr ofle Sandwic h element Gr av el T ar St anding Seam R oof Asphalt Shing les Ot her s F or Gr ound Mount F oo ting T ype R ammed Sigma P os t On Sit e Concr e t e Embedment Pr eCas t Concr e t e Ballas t Clear Dis t ance in inc hes R oof Subs tructur e T imber R af t er s St eel R af t er s R af t er or Jois t Spacing measur ed fr om cent er t o cent er 16 inc hes 24 inc hes 32 inc hes Ot her F as t ening of ele v ation sy s t ems Dir ect connection in subs tr uctur e N on pen e tr ation A tt ac hed w eights r esidual load bear ing capacity of building mus t be c hec k ed b y a s tr uctur al engineer Com pan y Cont act P er son A ddr ess City P os t al Code Pr o vince Phone Email Sit e A ddr ess City P os t al Code Pr o vince Pr oject N ame and Pr oject N umber F as t ening Sy s t em Zebr a Fr o m RFQ F orm f or Solar Mounting Sy s t ems 30 Solar Mounting Syt em