3003 W CASINO RD BLDG 40-58 2025-09-29

® ALA° l raam+>awr;?at+irers. INSTAI tATiON SPECIFICATIONS . I I INSTALLATION SPECIFICATIONS 4 Installation Table for Power-Stud+ SD21 Anchor Property/ Horniraf Anchor Size setting inlormatlon Notation Units 3/a° Anchor diameter d, in. 0.375 0.500 0,625 0.750 (mm) (9-5) (12.7) (15.9) (19.1) Minimum diameter of hole in. 7/16 9/16 11/16 13/16 clearance in fixture Ck (mm) (i 1.1} (14.3} (17.5) (20.6) Nominal drill bit diameter dra In. 318 1/2 5/8 3/4 I ANSI ANSI ANSI ANSI Minimum nominal in. 2-318 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2 5-3/4 embedment depth' (mm) (60) (64) (95) (98) (124) (114) (146) Effective embedment h:r in. 2 2 3-1/4 3-1/4 4-1/4 3-3/4 5 (mm) (51) (51) (83) (83) (108) (95) (127) Minimum hole depth' I>v in. 2-5/8 2-3/4 4 4-1/4 5-1/4 5 6-1/4 (mm) (67) (70) (102) (108) (133) (127) (159) Minimum concrete hKi in. 4 4-1/2 6 5-3/4 5-3/4 5-3/4 6-1/2 8 7 10 member thickness (mm) (102) (114) (152) (146) (146) (146) (165) (203) (178) (254) Minimum overall anchor length' ka1,n in. 3 3 3/4 4 1/2 4-3/4 6 5 1/2 7 (mm) (76.2) (95) (114) (121) (152) 040) (178) Minimum edge distance' in. 2 1/2 4 2-3/4 4 2-3/4 4-114 4-1/4 5 4-1/2 (mm) (63.5) (102) (70) (102) (70) (108) (108) (127) (114) Minimum spacing distance' Uh 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) Critical edge distance' Cal: In. 6-1/2 8 10 8 15-3/4 10 12 12 (mm) (165.1) (203) (254) (203) (400) (254) (305) (3 5) Installation torque Trsr tt.Ib. 20 40 60 110 (N-m) (27) (54) (81) (149) tL Torque wrench socket size in. 9/16 W. 15/16 1-1/8 Not height in. 21/64 7/16 35/64 1 41/647117— a For Si:1 Inch=25.4 mm,1 ft-Ibf=1.356 N-m. 1. Ilia embedment depth,hw,,Is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. 4 2. For Installations through the soffit of steel deck Into concrete see Die installation details In Figure A,B,and C.In addition,anchors shall have an axial spacing along the flute equal to the greater of 31m or 1.5 times fha 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). W 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 Uta minimum nominal embedment depth and possible fixture attachment. 4. The anchors maybe installed in the topslde of concrete-filled steel deck Door aril roof assemblies in accordance with the installation specificaUons and design information provided the concrete thickness above Die upper flute meels the minimum thicknesses specified in the tables;see Setting Information for Installation on the Top of Comete-Filled Steel Deck Assemblies table and Inslailation detail D. C Anchor Setting Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies'., _ Anchor Prop"! Holatlon Units Nominal Anchor size(Irtoh) Setting Infomtaon 31t1". 11R".I Nominal drill bit diameter dati in. 3/8 ANSI 1/2 ANSI Minimum nominal embedment depth' hw. In. 2.3/8 2-1/2 (mm) (60) (64) Effective embedment lhrr In. 2•00 2.00 (mm) (51) (51) Minimum concrete member thickness' h ,a in. 2-1/2 2-1/2 (mm) (64) (64) Critical edge distance ca,e�rp In. 8 9 (mm) (203) (229) Minimum edge distance In. 4 2-3/4 4 8 (min) (102) {70) (102) (203 Minimum spacing distance S n rr i 3 6 8 4 {m m) (89)9) (152) (203) (102) Minimum Hole depth ih, In, 2-1/2 2-1/2 (con) (64) (64) (:b.Installation torque 40 (N m) (27) (54) d 22 Torque wrench socket size in. 9/16 3/4 Nut height in. 21/64 7/16 For SI:1 inch=25.4 mm,t ft-lbi=1.356 N•m. 1. The embedment depth,h—,Is measured from Die oulskle surface of the concrete member to Die embedded end of the anchor or prior to tightening. 2. The anchors may be installed in the topside of concrete-filled steel deck Door and roof assemblies provded the concrete thickness at t the upper(lute meets the minimum thicknesses specified In this table.Minimum concrele member thickness refers to the concrete INlickness above the upper flute(topping thickness).See installation Detail D. 3. For all other anchor diameters and embedment depths,refer to Die Installation table for applicable values of hi,,cn;,and s A. Design capacities shall be teased on calcufatiats according to values in Tensien and Shear Design Information for Anchors in Concrete labW. 6 t-' 1-800-4URRU.