2925 WETMORE AVE CAFE UU 2023-10-25

ESR-4143 I Most Widely Accepted and Trusted Page q8 of 82 Page 6 of 20 TABLE 313—ALLOWABLE ADHESIVE BOND SHEAR LOADS FOR THREADED RODS AND REINFORCING BARS IN THE FACE OF GROUT -FILLED CONCRETE MASONRY UNITS (POUNDS)71,7,8,9,10,11,12,13 Spacing' Edge Distance' Anchor Diameter Embedment Load @ Critical, Minimum, Load Critical, Minimum, Load Reduction Factor at c,n;n' (inches) ( inches) ' car and Sir Sir Smin Reduction Factor at C°r Cmin Load Load Parallel (inches) (inches) B Smin (inches) (inches) Perpendicular to Edge to Ede 3/8 or No. 33/8 850 13.5 4 1.00 12 4 0.88 1.00 3 1/2 or No. 41/2 1495 18 4 1.00 12 4 0.49 1.00 4 5/8 or No. 55/8 2615 22.5 4 0.50 20 4 0.40 0.78 5 3/4 or No. 63/4 4090 27 4 0.50 20 4 0.26 0.60 6 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. The following footnotes apply to both Tables 3A and 3B: 1 All values are for anchors installed in fully grouted concrete masonry with minimum masonry strength of 1500 psi. Concrete masonry units must be light-, medium-, or normal -weight conforming to ASTM C90. Allowable loads have been calculated using a safety factor of 5. 2 Anchors may be installed in any location in the face of the masonry wall (cell, web, joints). Anchors are limited to one per masonry cell. 3 Embedment depth is measured from the outside face of the concrete masonry unit. 4 The critical spacing, Scr, is the anchor spacing where full load values in the table may be used. The minimum spacing, Smin, is the minimum anchor spacing for which values are available and installation is recommended. Spacing is measured from the center of one anchor to the center of an adjacent anchor. 5 The critical edge distance, Ccr, is the edge distance where full load values in the table may be used. The minimum edge distance, Cmin, is the minimum edge distance for which values are available and installation is permitted. Edge distance is measured from the center of the anchor to the closest edge (See Figure 2). 6 Load reduction factors are multiplicative; both spacing and edge distance load reduction factors must be considered. 7 Load values for anchors installed at less than $cr and Ca must be multiplied by the appropriate load reduction factor based on actual edge distance (c) or spacing (s). 8 Linear interpolation of load values between minimum spacing (Smin) and critical spacing (scr) and between minimum edge distance (Cmin) and critical edge distance (Ccr) is permitted. 9 Concrete masonry thickness must be equal to or greater than 1.5 times the anchor embedment depth. EXCEPTION: the 5/8-inch- and the 3/4-inch-diameter anchors and No.5 and No. 6 reinforcing bars may be installed in minimum nominally 8-inch-thick concrete masonry. 10 When using the basic load combinations in accordance with IBC Section 1605.3.1, tabulated allowable loads must not be increased for seismic or wind loading. When using the alternative basic load combinations in the 2009 IBC Section 1605.3.2 that include seismic or wind loads, tabulated allowable loads may be increased, or the alternative basic load combinations may be reduced according to Table 2. For the 2018, 2015 and 2012 IBC, the allowable loads or load combinations must not be adjusted. 11 Allowable loads must be the lesser of the adjusted masonry or bond values tabulated above and the steel values given in Table 10. 12 Tabulated allowable bond loads must be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. 13 For combined loading, see Section 4.1.2.