Laserfiche WebLink
?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.3.114" 314"Clearance Min. Upper Flute(Valley) Detail A profiles may be installed with a maximum 1-inch offset in <br /> 0_tTyp) <br /> s ° s ° s ° a ° o ° > o 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 /> °r ° satisfied. <br /> aPower-Stud+ Mur.4-1I2"Anchor(TYP) (TYP) <br /> n. - in.12-12'(Typ) <br /> (TYP) <br /> Min. Lower Flute(Ridge)) <br /> 1.114" <br /> No.20 Gage Steel Deck Min. <br /> Flute Edgc <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 N r <br /> 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 0 e <br /> Min.2" 1"Clearance Min. Upper Flute(Valley) installed with a maximum 15116-inch offset in either direction from the Q <br /> center of the flute.The offset distance may be increased proportionall ♦ p <br /> Y <br /> for profiles with lower flute widths greater than those shown provided <br /> o'o > ,°•.•e ° o° o;°. o'•; •. > ° .o•°°.e °p•.o the minimum lower flute edge distance is also satisfied. � <br /> W <br /> o v,oa. <br /> Max. - Min 3-7/R' - L a <br /> 3" . _. Power-Stud+ - <br /> e f a r Anchor(TYp) ) -3 <br /> Min.3.7/R Min.12'(TYP) <br /> (TYP) <br /> Min. Lower Flute(Ridge) ■ - <br /> 1' W <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 /> e; ,a; :4 ,a; . ',a; ,4: ' a; ,a; increased proportionally for profiles with lower flute widths greater <br /> °D °Die °D °D °D °pie °D;> than those shown provided the minimum lower flute edge distance is <br /> * also satisfied. <br /> ° f ° ° ° •° a •A •° 2. Anchors may be placed in the upper flute of the steel deck profiles in <br /> Max.d. °D °D accordance with installation Detail C provided the concrete thickness <br /> Max. A.d rpow-Sbyp) ' 3-112" above the upper flute is minimum 3-1/4-inch and a minimum hole <br /> CFO) 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 /> I <br /> Lower Flute Edge <br /> m <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 0 <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 /> Min.2-1/2" 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 <br /> Steel Deck Assemblies Table. o <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 <br /> o� opo 'o 0 8 Min. Min.3-1/z" than or equal to the minimum concrete member thicknesses specified <br /> '-t/z (Tm) 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 /> trYP) as applicable. <br /> Lower Flute(Ridge) <br /> Min.2-1/2" No.20 Gage Steel Deck Min. z <br /> (TYP) < <br /> Flute Edge <br /> x <br /> v <br /> www.powers.com 4 <br />