3003 W CASINO RD BLDG 40-36 2025-03-25

ANCHORS A FASTENERS INSTALLATION SPECIFICATIONS INSTALLATION SPECIFICATIONS Installation Table for Power -Stud+ SD2 Anchor Property/ Notation Units Nominal Anchor Size 3/8" 1/2" 5/8" Setting Information Anchor diameter de in. 0 375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole on in. 7/16 9/16 11/16 13/16 clearance In fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill on diameter (ANSI) den in. 3/8 1/2 5/8 3/4 Minimum nominal hem in. 2-3/8 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2 5-3/4 embedment depth' (mm) 1 (60) (64) (95) (98) (124) (114) (146) Effective embedment her 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' he 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 hmm in. 4 4-1/2 6 5-3/4 5-3/4 6 1/2 8 7 10 member thickness (mm) (102) (114) (152) (146) (146) (165) 1 (203) (178) (254) Minimum overall anchor length' Eenen In. 3 3-3/4 4-1/2 4-3/4 6 5-1/2 7 Minimum edge distance' Cm in in. 2-1/2 4 2-3/4 4 2-3/4 4-1/4 4-1/4 5 4-1/2 (mm) (64) (102) (70) (102) (70) (108) (108) (127) (114) Minimum spacing distance' smm in. 3-1/2 6 6 4 6 4-V4 4-1/4 6 6 (mm) (89) (152) (152) (102) (152) (108) (108) (152) (152) Critical edge distance' in. 6-1/2 8 10 8 15-3/4 10 12 12 (uncracked concrete only) we (mm) (165) (203) (254) (203) (400) (254) (305) (305) Installation torque T„,a R-Ib 20 40 60 110 (N-m) (27) (54) (81) (149) Torque wrench socket size - in. 9/16 3/4 15/16 1-1/8 Nut height - in. 21/64 7/16 35/64 41/64 Washer 0.D - in. 13/16 1-1/16 1-5/16 1-15/32 ForSI'. 1 inch—25.4mm, 1 ff-Ibf= 1356 N-m. 1. The embedment depth, h.., is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tlghtening. 2. For installatons through the soffit of steel deck imb concrete see the installation details in Figure A, B, and C. In addition, anchors shall have an adal spacing along the flute equal to the greater of3heror 1.5 times the flute width. 3. The listed minimum overall anchor length is based on anchor sizes commercially available at the time of publicaton compared with the requirements to achieve the minimum nominal embedment depth and possible fixture attachment 4. The anchors may be installed in the Npsice of concrete- filled steel deck floor and roof assemblies in accordance with the installaton speciflcatons and design information provided the concrete thickness above the upper flute meets the minimum thicknesses specified in the tables, see Settng Information for Installation on the Top of Concrete Filled Steel Deck Assemblies table and Installaton Detail D. Anchor Setting Information for Installation on the Top of Concrete -Filled Steel Deck Assemblies" Anchor Property/ Nominal Anchor Size (in Setting Information Notation Units 3/8" Nominal drill on diameter (ANSI) daa in. 3/8 1 /2 Minimum nominal embedment depth' heem in. (mm) 2-3/8 (60) 2-1/2 (64) Effective embedment her in. 200 200 (mm) (51) (51) Minimum concrete member thickness' hmin,deck in. (mm) 2-1/2 (64) 2-1/2 (64) Critical edge distance for topside of concrete- In. 8 9 filled steel deck assemblies with minimum cee,newmp (mm) (203) (229) topping thickness (uncracked concrete only) Minimum edge distance cmm,neehmp in. (mm) 4 (102) 2-3/4 (70) 4 (102) 8 (203) Minimum spacing distance sm,e,neehmp in. (mm) 3-1/2 (89) 6 (152) 8 (203) 4 (102) Minimum hole depth he in. 2-1/2 2-1/2 (mm) (64) (64) Installation torque Tim R-Ib. 20 40 (N-m) (27) (54) Torque wrench socket size - in. 9/16 3/4 Nut height - in. 21/64 7/16 Washer 0.D. - in. 13/16 1-1/16 ForSI'. 1 inch—25.4mm, 1 &Ibf= 1356 N-m. 1. The embedment depth, h.., is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tlghtening. 2. The anchors may be installed in the Npsice of concrete filled steel deck Door 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. 3. For all other anchor diameters and embedment depths, refer to the installaton table for applicable values of hmm, corm and smm. 4. Design capacities shall be based on calculations according to values in Tension Design informaton and Shear Design informaton tables.