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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 <br /> and Roof Assemblies (see dimensional profile requirements)' <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 PSI) profiles in accordance with installation Detail A provided the minimum <br /> hole clearance is satisfied. Anchors in the lower flute of installation <br /> Min.3-1/4" 3/4"Clearance Min. Upper Flute(Valley) Detail A profiles may be installed with a maximum 1-inch offset in <br /> either direction from the center of the flute.The offset distance may be <br /> increased proportionally for profiles with lower flute widths greater than <br /> those shown provided the minimum lower flute edge distance is also <br /> ',� ' '^ ",!• !•',�•',°•",!.°,!.',°!.',�.' satisfied. <br /> • <br /> Max. Min.4-1/2" <br /> J. �! �'!• �! <br /> 3„ 1 Anchor tud+ <br /> Anchor(Typ) Mal <br /> Min.4-1/2" Min.12-1/2"(TYP) <br /> (TYP) <br /> Min` Lower Flute(Ridge) <br /> 1-1/4" <br /> No.20 Gage Steel Deck Min. <br /> Flute Edge <br /> Installation Detail B: Power-Stud+ SD2 Installed in the Soffit of Concrete Over Steel Deck Floor <br /> and Roof Assemblies (see dimensional profile requirements)' <br /> LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. Anchors may be placed in the upper flute or lower flute of the steel deck s OVER STEEL DECK(MINIMUM 3,000 PSI) profiles in accordance with Detail B provided the minimum hole clearance <br /> is satisfied.Anchors in the lower flute of Detail B profiles may be Q <br /> Min.2" l"Clearance Min. Upper Flute(Valley) installed with a maximum 15/16-inch offset in either direction from the tin <br /> Q <br /> center of the flute.The offset distance may be increased proportionally + <br /> for profiles with lower flute widths greater than those shown provided <br /> the minimum lower flute edge distance is also satisfied. 0 <br /> •e °s v °s s °e s °e e ° s °s •e vs�s os v °s s Q r6 <br /> n. <br /> Power-Stud 3-TIS" <br /> J <br /> (TYP)3„ 1 + <br /> Mi <br /> Anchor(Typ) � <br /> QJ <br /> in.3-7/8 Min.12"(TYP) <br /> (TYP) f1`/ <br /> Min. Lower Flute(Ridge) <br /> 1" <br /> No.20 Gage Steel Deck Min. <br /> Flute Edge <br /> O <br /> Installation Detail C: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor a <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 PSI) in accordance with installation Detail C provided the minimum hole <br /> clearance is satisfied.Anchors in the lower flute of installation Detail <br /> Min.2-1/4" 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 /> than those shown provided the minimum lower flute edge distance is <br /> v v v c v v v v <br /> also satisfied. <br /> 2. Anchors may be placed in the upper flute of the steel deck profiles in <br /> 1-12" �. Max. ,► s accordance with installation Detail C provided the concrete thickness <br /> Max. J. Power-Stud+ J,, ,• IV:. <br /> �. •-•. Anchor(Typ) 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" 1.3/4" <br /> Min. Min. <br /> Min. <br /> 3/4" <br /> No.20 Gage Steel Deck Min. <br /> Lower Flute Edge <br /> 0 <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)''Z o <br /> OVER STEEL DECK(MINIMUM 2,500 PSI) 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 o <br /> Mh"'2-1I2 Upper Flute(Valley) above the upper flute(topping thickness)is as illustrated and the <br /> minimum spacing distance and minimum edge distances are satisfied as <br /> given in Setting Information for Installation on the Top of Concrete-Filled o <br /> Steel Deck Assemblies Table. ffi <br /> 2. For anchors installed in the top of concrete over steel deck profiles with Z <br /> ' °' concrete thickness above the upper flute(topping thickness)greater a <br /> Min. ►,v ► v Min.3-112" !,v ►. ,! �,! than or equal to the minimum concrete member thicknesses specified <br /> 1-vz .. .'' .'. NO •' �•' 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, w <br /> RYP) as applicable. <br /> Lower Flute(Ridge) <br /> Min.2-1I2" No.20 Gage Steel Deck in. <br /> (TYP) <br /> Flute Edge <br /> x <br /> V <br /> H <br /> www.powers.com 4 <br />