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ESR-1663 I Most Widely Accepted and Trusted Page 6 of 13 <br />TABLE 4—ALLOWABLE LOADS FOR LOW -VELOCITY FASTENERS DRIVEN <br />INTO NORMAL -WEIGHT CONCRETE' Z <br />FASTENER <br />DESCRIPTION <br />FASTENER <br />SHANK <br />DIAMETER <br />(inch) <br />MINIMUM <br />EMBEDMENT <br />DEPTH <br />(inches) <br />ALLOWABLE LOADS (Ibf) <br />Concrete Compressive Strength: <br />2,500 psi <br />4,000 psi <br />6,000 psi <br />Load Direction: <br />Tension <br />Shear <br />Tension <br />Shear <br />Tension <br />Shear <br />(Ibf) <br />(Ibf) <br />(Ibf) <br />(Ibf) <br />(Ibf) <br />(Ibf) <br />3/4 <br />45 <br />75 <br />65 <br />105 <br />95 <br />195 <br />1 <br />85 <br />150 <br />160 <br />200 <br />105 <br />270 <br />Standard Nail <br />X-C <br />0.138 <br />11/4 <br />130 <br />210 <br />270 <br />290 <br />165 <br />325 <br />1'12 <br />175 <br />260 <br />270 <br />360 <br />Drywall Track Nail <br />X-C22 P8 TH <br />0.138 <br />3/4 <br />55 <br />130 <br />90 <br />170 <br />100 <br />200 <br />3/4 <br />50 <br />120 <br />125 <br />135 <br />— <br />— <br />1 <br />130 <br />195 <br />155 <br />240 <br />— <br />— <br />Heavy Duty Nail <br />DS <br />0.177 <br />1'/4 <br />220 <br />385 <br />270 <br />425 <br />— <br />— <br />1'/2 <br />300 <br />405 <br />355 <br />450 <br />— <br />— <br />1/4-20 Threaded <br />Stud <br />X-W6 <br />0.145 <br />3/4 <br />40 <br />55 <br />40 <br />55 <br />— <br />— <br />1 <br />85 <br />195 <br />110 <br />225 <br />— <br />— <br />1 <br />85 <br />95 <br />100 <br />105 <br />— <br />— <br />3/8-16 Threaded <br />Stud <br />W10 <br />0.205 <br />1'/a <br />175 <br />345 <br />200 <br />380 <br />— <br />— <br />15/8 <br />285 <br />380 <br />385 <br />395 <br />— <br />— <br />3/4 <br />30 <br />40 <br />65 <br />40 <br />— <br />— <br />1 <br />55 <br />185 <br />120 <br />190 <br />100 <br />170 <br />Stainless Steel <br />Nail <br />X-CR <br />0.145 <br />11/4 <br />110 <br />290 <br />125 <br />300 <br />120 <br />440 <br />11/2 <br />265 <br />405 <br />350 <br />450 <br />— <br />— <br />For SI: 1 inch = 25.4 mm, 1 psi = 6.89 kPa, 1 Ibf = 4.45 N. <br />'Fasteners must not be driven until the concrete has reached the designated minimum compressive strength <br />2The fasteners listed in the table above may be used for static load conditions and for the seismic load conditions described in Section 4.1.5, as applicable. <br />The tabulated allowable loads apply to static load conditions. For seismic load conditions, the allowable loads must be limited in accordance with Section <br />4.1.5, Items 2 and 4, as applicable. <br />FROM ESR-1663 <br />4. For interior, nonstructural walls that are not subject to <br />sustained tension loads and are not a bracing <br />application, the power -actuated fasteners may be used <br />to attach steel track to concrete or steel in all Seismic <br />Design Categories. In Seismic Design Categories D, E, <br />and F, the allowable shear load due to transverse <br />pressure shall be no more than 90 pounds (400 N) <br />when attaching to concrete; or the allowable load <br />shown in Table 2 or 3, as applicable, when attaching to <br />steel. Substantiating calculations shall be submitted <br />addressing the fastener -to -base -material capacity and <br />the fastener -to -attached -material capacity. Interior <br />nonstructural walls are limited to locations where <br />bearing walls, shear walls or braced walls are not <br />required by the approved plans. The design load on the <br />fastener must not exceed the allowable load <br />established in this report for the concrete or steel base <br />material. <br />Al2 <br />