3003 W CASINO RD BLDG 45-282 2025-04-14

?owers FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS INSTALLATION SPECIFICATIONS ill CC Installation Table for Power-Stud+ SD2' 0 Anchor Property/ Nominal Anchor Size V Setting Information Notation Units 3/8" 1/2" 5/8" 314" 2 Anchor diameter 1n. u.3 i 0.500 0.625 0.150 Q (mm) (9.5) (12.7) (15.9) (19.1) _ Minimum diameter of hole dh in. 7/16 9/16 11/16 13/16 ml clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbh in. 3/8 1/2 5/8 3/4 ‘id ANSI ANSI ANSI ANSI Minimum nominal in. 2-3/8 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2 5-3/4 2 embedment depth' _ h" (mm) (60) (64) (95) (98) (124) (114) (146) CC Effective embedment her in, 2 2 3-1/4 3-1/4 4-1/4 3-3/4 5 1 (mm) (51) (51) (83) (83) (108) (95) (127) V Minimum hole depth' ho in. 2-5/8 2-3/4 4 4-1/4 5-1/4 5 6-1/4 ILL (mm) (67) (70) (102) (108) (133) (127) (159) C Minimum concrete hmm in. 4 4-1/2 6 5-3/4 5-3/4 5-3/4 6-1/2 8 7 10 G member thickness (mm) (102) (114) (152) (146) (146) (146) (165) (203) (178) (254) Minimum overall anchor length' Sand in. 3 3-3/4 4-1/2 4-3/4 6 5-1/2 7 nl (mm) (76.2) (95) (114) (121) (152) (140) (178) V Minimum edge distance' cmm in. 2-1/2 4 2-3/4 4 2-3/4 4-1/4 4-1/4 5 4-1/2 CIQ (mm) (63.5) (102) (70) (102) (70) (108) (108) (127) (114) o Minimum spacing distance' sm. in. 3-1/2 6 6 4 6 4-1/4 4-1/4 6 6 (mm) (88.9) (152) (152) (102) (152) (108) (108) (152) (152) ® Q Critical edge distance' in. 6-1/2 8 10 8 15-3/4 10 12 12 0 a (mm) (165.1) (203) (254) (203) (400) (254) (305) (305) w Installation torque Tm ft.-lb. 20 40 60 110 I` (N-m) (27) (54) (81) (149) 2 Torque wrench socket size - in. 9/16 3/4 15/16 1-1/8 S Nut height - in. 21/64 7/16 35/64 41/64 W For SI:1 inch=25.4 mm,1 ft-lbf=1.356 N-m. 1. The embedment depth,hrom,is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. 2. For installations through the soffit of steel deck into concrete see the installation details in Figure A,B,and C.In addition,anchors shall have an axial spacing along the flute equal to the 0 greater of 3her or 1.5 times the flute width.The hole diameter in the steel deck must not exceed the hole diameter in the concrete by more than 1/8-inch(3.2 mm). a 3. The listed minimum overall anchor length is based on anchor sizes commercially available at the time of publication compared with the requirements to achieve the minimum nominal embedment depth and possible fixture attachment. 4. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies in accordance with the installation specifications and design information provided the concrete thickness above the upper flute meets the minimum thicknesses specified in the tables;see Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies table and installation detail D. Anchor Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies'° Anchor Property/ Notation Units Nominal Anchor Size(inch) Setting Information 3/8" 1/2" Nominal drill bit diameter c.; in. 3/8 ANSI 1/2 ANSI Minimum nominal embedment depth' h,,,,m in. 2-3/8 2-1/2 (mm) (60) (64) Effective embedment her in. 2.00 2.00 (mm) (51) (51) Minimum concrete member thickness' h»,b,t in. 2-1/2 2-1/2 w (mm) (64) (64) Critical edge distance �4kt� in. 8 9 N (mm) (203) (229) a in. 4 2-3/4 4 8 Minimum edge distance onin•decloov (mm) (102) (70) (102) (203 4 Minimum spacing distance Smin,decktec in. 3-1/26 8 (mm) (89) (152) (203) (10 2) 0 in. 2-1/2 2-1/2 Minimum hole depth ho (mm) (64) (64) '^ s Installation torque Tut (ft.-lb. 20 40 N m) (27) (54) o Torque wrench socket size - in. 9/16 3/4 a Nut height - in. 21/64 7/16 z For SI:1 inch=25.4 mm,1 ft-lbf=1.356 N-m. a 1. The embedment depth,hnom,is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. 2. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies provided the concrete thickness above the upper flute meets the minimum thicknesses specified in this table.Minimum concrete member thickness refers to the concrete thickness above the upper flute(topping thickness).See Installation Detail D. z 3. For all other anchor diameters and embedment depths,refer to the installation table for applicable values of hmm,cmi,and smm. a 4. Design capacities shall be based on calculations according to values in Tension and Shear Design Information for Anchors in Concrete tables. W www.powers.com 2