SIDNEYAULDS
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All,
I am working on a renovation project of an existing 2 story building. The new use of the building will be (2) food + drink tenant improvement shells on the ground level and 8 units of R-2 apartments on levels 2 and new level 3. The building currently has 1 egress stair located in the rear, along the alley.
The intent is to follow the requirements in 1006 for a single exit access, and table 1006.2.1 limits the 'Maximum Occupant Load of Space' to 10 occupants. Table 1004.1.2 tells us Residential spaces have an occupant load factor of '200 gross'. Level 2 and 3 will have 6,500 gross square feet of building.
I am working on a renovation project of an existing 2 story building. The new use of the building will be (2) food + drink tenant improvement shells on the ground level and 8 units of R-2 apartments on levels 2 and new level 3. The building currently has 1 egress stair located in the rear, along the alley.
The intent is to follow the requirements in 1006 for a single exit access, and table 1006.2.1 limits the 'Maximum Occupant Load of Space' to 10 occupants. Table 1004.1.2 tells us Residential spaces have an occupant load factor of '200 gross'. Level 2 and 3 will have 6,500 gross square feet of building.
- Am I limited to 2,000 gsf of Residential to meet the requirements for 1 exit?
- How would I proceed with 6,500 gsf of residential using the code?
- Could a residential unit that is 1,500sf be limited to an occupant load of 2.5(max load of 10 / 4 units)