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?owers <br /> FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS <br /> Installation Detail A: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor In <br /> and Roof Assemblies (see dimensional profile requirements)' O <br /> STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1, Anchors may be placed in the upper flute or lower flute of the steel deck <br /> OVER STEEL DECK(MINIMUM 3,000 P51) profiles in accordance with installation Detail A provided the minimum <br /> hole clearance is satisfied. Anchors in the lower flute of installation V <br /> Min.3-1/4' —3/4-Clearance Min. Upper F•lute(Valley) Detail A profiles may be installed with a maximum 1-inch offset in 2 <br /> ' <br /> • . °°• . °° V o° ..° '>• .' o°• . °°•,.° •.. v° ° either direction from the center of the flute.The offset distance may be <br /> t' ' : increased proportionally for profiles with lower flute widths greater than IICC <br /> • ° o > ° ° ° o v those shown provided the minimum lower flute edge distance is also owlr °r °r °, f. r r .°t satisfied. <br /> _ .< IC <br /> ' ° ' ° Min.41R' °+ v°• 161 <br /> Max Power-Stud+ ) <br /> Min.4-1/2" Min.12-V2"(Typ) 2 <br /> (TYP) -- <br /> Mkt. Lower Flute(Ridge)-- <br /> ICC <br /> 1.114' <br /> No.20 Gage Steel Deck Min. <br /> Flute Edge V <br /> W <br /> Installation Detail B: Power-Stud+ SD2 Installed in the Soffit of Concrete Over Steel Deck Floor G <br /> and Roof Assemblies (see dimensional profile requirements)' <br /> LIG,,.• WEIGHT CONCRETE 1. Anchors may be placed in the upper flute or lower flute of the steel deck p <br /> LIGHTWEIGHT <br /> STEEL•DECK(MINIMUM 3,000 PSI) profiles in accordance with Detail B provided the minimum hole clearance IN v <br /> is satisfied.Anchors in the lower flute of Detail B profiles may be Q <br /> Mln.2' 1"Clearance Min. —Upper Flute(Valley) installed with a maximum 15/16-inch offset in either direction from the IL^Q <br /> 0 0° o °°•''7°• • • • • center of the flute.The offset distance may be increased proportionally ♦,,, o <br /> _ for profiles with lower flute widths greater than those shown provided -- <br /> 4 the minimum lower flute edge distance is also satisfied. e Q <br /> W <br /> r; ' <br /> Max. i= <br /> f '' Pwer-Stud+ ,^w CJ <br /> 3" 4 a Anchor(Typ) •- • ••4 <br /> •' _/ Q� <br /> T MIn.3-Tl8" ll Min.12'(Typ) ct IS <br /> Min.Min. Lower Flute(Ridge) <br /> 1' LIU <br /> No.20 Gage Steel Deck Min. <br /> Flute Edge <br /> Installation Detail C: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor Cl. <br /> and Roof Assemblies (See Dimensional Profile Requirements)" <br /> STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. Anchors may be placed in the lower flute of the steel deck profiles <br /> OVER STEEL DECK(MINIMUM 3,000 P51) in accordance with installation Detail C provided the minimum hole ' <br /> clearance is satisfied.Anchors in the lower flute of installation Detail <br /> Min.21(4 C profiles may be installed with a maximum 1/8-inch offset in either <br /> 1.Clearance Min. direction from the center of the flute.The offset distance may be <br /> • increased proportionally for profiles with lower flute widths greater <br /> s,°D o;D'�. ';D•-'."OD'. °D . '°D.,,v,°D.-. °D `e' than those shown provided the minimum lower flute edge distance is <br /> D+ * also satisfied. <br /> 2. Anchors may be placed in the upper flute of the steel deck profiles in <br /> 1-1/2" °D b ° • O. °D PAa� °D.,H-°D; accordance with installation Detail C provided the concrete thickness <br /> r°ow..-wra. :.. <br /> Max. Md., <br /> ) 3.1/2 above the upper flute is minimum 3-1/4-inch and a minimum hole <br /> ' (Typ) clearance of 3/4-inch is satisfied. <br /> 2.1/2" f51 1-3/4" <br /> Min. Min. <br /> Min. <br /> 3/4•' <br /> No.20 Gage Steel Deck Min.- - r <br /> Lower Flute Edge "' <br /> 0g <br /> Installation Detail D: Installation Detail for Anchors in the Top of Concrete Over Steel Deck Floor <br /> and Roof Assemblies (see dimensional profile requirements)'.2 3 <br /> OVER STEEL DECK(MINIMUM 2,500 P51( 1. Anchors may be placed in the top side of concrete over steel deck profiles <br /> Power-Stud.Anchor(Typ) in accordance with Detail D provided the minimum concrete thickness a MI".2-1/2 ,,,, —Upper Flute(Valley) above the upper flute(topping thickness)is as illustrated and the <br /> o . ° . o e ° •. > 0 minimum spacing distance and minimum edge distances are satisfied as s <br /> "' given in Setting Information for Installation on the Top of Concrete-Filled <br /> °° ;, ••o, •:° • '° °p Steel Deck Assemblies Table. o <br /> f :v 'v�` v9• ..f I. ...1. :..f b:.e + 2 <br /> 2. For anchors installed in the top of concrete over steel deck profiles with z <br /> ,o 1m1 ° •: ° • concrete thickness above the upper flute(topping thickness)greater <br /> Min Min.3-lrz' than or equal to the minimum concrete member thicknesses specified <br /> 1 1/x ! (Typ) in Installation Table for the Power-Stud+SD2,the minimum spacing <br /> Min.1-3/4' Min.6"(Typ) distance and minimum edge distances may be used from this table, <br /> (TYP) as applicable. I <br /> Lower Flute(Ridge) <br /> Q <br /> Min 2-112' No.20 Gage Steel Deck Min. zz <br /> (TYP) <br /> Flute Edge--- m <br /> 2 <br /> V <br /> www.powers.com 4 <br />