VAC
SAWHORSE
Help!
I started to work with a small church who will be renovating their sanctuary. A facelift - paint, new carpet, new light fixtures and pews
No other alterations beyond the sanctuary either.
The current setup is 10 pews on each side of the main aisle.
The main aisle is 5' wide on on the dot.
The side aisles are 28"
That gives them an OL of 140 (based on the size of their pews 10'6" in length- @18" of seating length per person IBC 1004.6)
They want the new pews to be the same size and layout.
However
The pew vendor is saying they need to be smaller because the aisles and aisles accessways need to increase in width.
I'm applying IBC 1029.6 without smoke protection and I'm not seeing what he's seeing.
Level floor. No sprinklers. (Total SQ FT for the sanctuary is 1,149)
So my questions are:
1) Am I looking at the correct section of the code to determine occupant load and egress capacity for fixed seating
2) Is there any other way to calculate the OL. I want to make sure I don't miss a part of the code I am not familiar with.
I haven't done too many churches, and the last one was 17 years ago and there was plenty of capacity as it was a full reno, so I'm a little 'rusty' in the church layout/design area.
I would really appreciate any insight you can share.
Thanks!
I started to work with a small church who will be renovating their sanctuary. A facelift - paint, new carpet, new light fixtures and pews
No other alterations beyond the sanctuary either.
The current setup is 10 pews on each side of the main aisle.
The main aisle is 5' wide on on the dot.
The side aisles are 28"
That gives them an OL of 140 (based on the size of their pews 10'6" in length- @18" of seating length per person IBC 1004.6)
They want the new pews to be the same size and layout.
However
The pew vendor is saying they need to be smaller because the aisles and aisles accessways need to increase in width.
I'm applying IBC 1029.6 without smoke protection and I'm not seeing what he's seeing.
Level floor. No sprinklers. (Total SQ FT for the sanctuary is 1,149)
So my questions are:
1) Am I looking at the correct section of the code to determine occupant load and egress capacity for fixed seating
2) Is there any other way to calculate the OL. I want to make sure I don't miss a part of the code I am not familiar with.
I haven't done too many churches, and the last one was 17 years ago and there was plenty of capacity as it was a full reno, so I'm a little 'rusty' in the church layout/design area.
I would really appreciate any insight you can share.
Thanks!