Jean Tessmer-HI
REGISTERED
This is an existing apartment complex going through remediation repair for existing stairways. Each building is 3 stories high, with two-2 bedroom dwellings on each floor and each floor is served by two stairways one at each end. Each floor occupant load is based on R-2 occupancy of 200 sf per person. The discharge load is 10 for the ground floor and 8 each for the second floor and third floor. Total occupant load number for all three floors including ground floor exit discharge is 26. The ground floor units exit pathways utilizes the existing stairways ground floor landings as a part of the exit discharge walkways. The landings are are not less than 6' by 6' wide clear and attached to the walkways going to the ground floor units and the exit walkways leading out to an open parking area away from the buildings.
An inspector is saying that the step tread has to be 36 inches wide. The width on the existing stairway assemblies between the structural posts and balusters is 36 inches.
The step tread are existing concrete units each with contiguous rise and run surfaces, to be reused after the rotting stringers are replaced.
Where is the net 36 inch wide stairway assembly measured? Is it measured between the inside faces of the structural component or each step tread which is manufacture to fit between the stairway 36 inch net clear width (which means they are made to fit inside a finished 36" wide stairway assembly so are about an inch shy)?
I do realize that under 1012.7 Projections: that the projections into the required width of the stairways at each handrail shall not exceed 4.5 inches at or below the handrail height. Does below handrail height mean anything under the handrails like a vertical side edge guard placed at each outside left and right edges of the step tread making the width under the handrail less than 36 inches wide is ok? Is having the stairway nine inches narrower under the handrails ok?
Thanks for the consideration.
An inspector is saying that the step tread has to be 36 inches wide. The width on the existing stairway assemblies between the structural posts and balusters is 36 inches.
The step tread are existing concrete units each with contiguous rise and run surfaces, to be reused after the rotting stringers are replaced.
Where is the net 36 inch wide stairway assembly measured? Is it measured between the inside faces of the structural component or each step tread which is manufacture to fit between the stairway 36 inch net clear width (which means they are made to fit inside a finished 36" wide stairway assembly so are about an inch shy)?
I do realize that under 1012.7 Projections: that the projections into the required width of the stairways at each handrail shall not exceed 4.5 inches at or below the handrail height. Does below handrail height mean anything under the handrails like a vertical side edge guard placed at each outside left and right edges of the step tread making the width under the handrail less than 36 inches wide is ok? Is having the stairway nine inches narrower under the handrails ok?
Thanks for the consideration.