Anchor Installed in Face Shell with ETSP (Plastic) Screen Tube

1. Threaded rods must comply with ASTM A 307 minimum.
2. The tabulated allowable loads are based on a safety factor of 5.0 for installations under the of the load table icons IBC and IRC. For installations under the UBC use a safety factor of 4.0 (multiply the tabulated allowable loads by 1.25)
3. Edge distances may be reduced to 4" with a corresponding 32% reduction in tension capacity. Shear capacity is unaffected.
4. Values for 8-inch wide CMU Grade N, Type II, lightweight, medium-weight and normal weight concrete masonry units conforming to UBC Standard 21-4 or ASTM C90 with min compressive strength of 1,900 psi and 1 1/4" thick face shell.
5. Mortar is prepared in accordance with UBC Section 2103.3 and UBC Standard 21-15, or IBC Section 2103.8.
6. Embedment depth is measured from the outside face of the concrete masonry unit.
7. Refer to In-Service Temperature Sensitivity chart for allowable load adjustment for temperature.
8. Allowable loads may not be increased for short-term loading due to wind or seismic forces. Wall design must satisfy applicable design standards and be capable of withstanding applied loads.
9. Screen tubes not for use with SET1.7KT or SET1.7KTA.