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DEWALT <br /> ENGINEERED Byl?owers INSTALLATION INSTRUCTIONS <br /> Installation Detail A: Power-Stud+ S02 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 either <br /> direction from the center of the flute.The offset distance may be increased <br /> proportionally for profiles with lower flute widths greater than those shown <br /> provided the minimum lower flute edge distance is also satisfied. <br /> MeX Min.4-1/2" <br /> a Power-Stud+ (Typ) <br /> Anchor(Typ) <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+ S02 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 <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 installed p <br /> Min.2" 1"Clearance Min. Upper Flute(Valley) with a maximum 15/16-inch offset in either direction from the center of cm <br /> U <br /> the flute.The offset distance may be increased proportionally for profiles <br /> ' with lower flute widths greater than those shown provided the minimum Q <br /> :'. r .:':'. •:'. '. a' .'a' .'a' lower flute edge distance is also satisfied. <br /> + O <br /> •• .°. •• • .a. •r. .°. .a. @ = <br /> °� °s, Q <br /> 3 1Max. ' ..• Power-Stud+ '. (TYP) ..•' .. X <br /> ••'' Anchor(Typ) Lu <br /> Min.3-T/a" Min.12"(Typ) (3)Iy <br /> (FYP) <br /> Min. Lower Flute(Ridge) /A� <br /> t• U) <br /> No.20 Gage Steel Deck Min. <br /> Flute Edge COS <br /> W Cz <br /> Installation Detail C: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor <br /> and Roof Assemblies(See Dimensional Profile Requirements)'2 0 <br /> STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. Anchors may be placed in the lower flute of the steel deck profiles in <br /> OVER STEEL DECK(MINIMUM 3,000 PSI) accordance with installation Detail C provided the minimum hole clearance <br /> is satisfied.Anchors in the lower flute of installation Detail C profiles may be <br /> installed with a maximum 1/8-inch offset in either direction from the center = <br /> Min.2-1/4" 1"Clearance Min. of the flute.The offset distance may be increased proportionally for profiles <br /> .' • 'a • .'. • .'a .'a .'a 'a ` .'a • .'a with lower flute widths greater than those shown provided the minimum <br /> lower flute edge distance is also satisfied. <br /> +.• • 1.• +.• .• .• +.• 2. Anchors may be placed in the upper flute of the steel deck profiles in <br /> .; .' a' • .'a; 'a; . 'a: accordance with installation Detail C provided the concrete thickness above <br /> Max. e,> °► the upper flute is minimum 3-1/4-inch and a minimum hole clearance of <br /> Max. `,.!; �frYp) ' 3-1/2" ';' 3/4-inch is satisfied. <br /> (TYP) <br /> 2-1/2" 1-3/4' <br /> Min. Min. <br /> Min. <br /> 3/4" <br /> No.20 Gage Steel Oeck Min. <br /> Lower Flute Edge <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)'' <br /> I <br /> LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE 1. Anchors may be placed in the top side of concrete over steel deck profiles <br /> OVER STEEL DECK(MINIMUM 2,500 PSI) in accordance with Detail D provided the minimum concrete thickness <br /> Power-Stud+Anchor(Typ) above the upper flute(topping thickness)is as illustrated and the minimum <br /> Min.2-1/2" Upper Flute(Valley) spacing distance and minimum edge distances are satisfied as given in <br /> Setting Information for Installation on the Top of Concrete-Filled Steel Deck <br /> Assemblies Table. s <br /> 2. For anchors installed in the top of concrete over steel deck profiles with <br /> concrete thickness above the upper flute(topping thickness)greater than <br /> or equal to the minimum concrete member thicknesses specified in z <br /> Min. Min.3-1/2" " ° , ,•, Installation Table for the Power-Stud+SD2,the minimum spacing distance <br /> and minimum edge distances may be used from this table, <br /> Min.1-3(4" Min.6"(Typ) as applicable. o <br /> (TYP) � <br /> Lower Flute(Ridge) <br /> Min.2-1/2" No.20 Gage Steel 0eck in. z <br /> Rml <br /> Flute Edge w <br /> 1-800-4 DEWALT <br />