Can anyone point me to where in ASCE 7 the "Load Case" in the third column in Figure 6-2 is specified? In the accompanying diagram (figure 6-2) they mention load case 2 in note 4 but I can find no place in the text of ASCE 7, Chapter 6 where Load Case 1 & 2 are directly specified in writing.
I am working on an apartment building (2 story home turned into 4 apts) and the second floor framing abuts & attaches to balloon framed studs. The floor diaphragm consists of 2x10 @ 16"oc and 1x T&G fir decking. Along the wall with joists parallel its easy enough to simply strap the joist...