shacked
Structural
- Aug 6, 2007
- 179
I recently submitted structural plans and calculations for a 2 story addition in Southern California and I used 40psf for the deck design live load. Deck & not balcony.
The plan check corrections came back and he wants me to use 60psf for the 2nd floor deck design.
So in the 2016 CBC Table 1607.1 #5, balconies & decks, load is same as occupancy served but ASCE 7-10 Table 4-1 Balconies 7 decks specify 1.5x live load for occupancy served.
Which code governs?
The plan check corrections came back and he wants me to use 60psf for the 2nd floor deck design.
So in the 2016 CBC Table 1607.1 #5, balconies & decks, load is same as occupancy served but ASCE 7-10 Table 4-1 Balconies 7 decks specify 1.5x live load for occupancy served.
Which code governs?