1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below.
2. Concrete compressive strength shall be 3,000 psi minimum.
3. For anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and roof assemblies, as shown in Figure A, calculation of the concrete breakout strength may be omitted.
4. In accordance with ACI 318 Section D.5.3.2, the nominal pullout strength in cracked concrete for anchors installed in the soffit of sand-lightweight or normal-weight-concrete-over-metal-deck floor and roof assemblies N_pn,deck,cr shall be substituted for N_pn,cr . Where analysis indicates no cracking at service loads, the normal pullout strength in uncracked concrete N_pn,deck,uncr shall be substituted for N_pn,uncr.
5. In accordance with ACI 318 Section D.6.1.2 (c), the shear strength for anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and roof assemblies V_st,deck shall be substituted for V_sa.
6. Values applicable to both the lower and the upper flute, see Figure A.
7. Minimum distance to edge of panel is 2h_ef.

Figure A
Installation in Concrete over Metal Deck