Recently, I have to design structural support bracket for 28 feet height antenna telescopic mast-2"diameter (EZ TM-30)mounted to our building 13 feet overall height.
However, I'm wondering how to compute the wind load applied.
Thanks,
Based on IBC-2015, I will go with 44" minimum depth & width landing to satisfy with both sections listed above for my case (A straight run stairway. Do you agree?
Per IBC-2015/section 1011.6, I haven't found the minimum depth per your stated above.
https://codes.iccsafe.org/content/IBC2015/chapter-10-means-of-egress#IBC2015_Ch10_Sec1011.6
Thank you so much for your replies!
And I'm still have a question regarding to IBC-2015/Figure 1005.2. Based on this figure, do I have to satisfy the highlight condition on the picture below when IBC commentary said that it's also applied to platform as well:
Thanks for your response!
Per figure 1009.8(4)above, I think my landing width should be 54 inches [36"(stairway width)+ 18" ( 1/2 required width of stairway)].
Also, based on IBC-2015/Section 1011.2 the minimum width shall not less than 44 inches ==> it's qualified as well. Please advise
We have a project Power Control Center (PCR)
and we will built the stair & platform at the 3’(W) x 7'(H) exterior door.
So we would like to know what is the minimum length and width of the platform to comply with IBC-2015/ Section 1011.6 building code
when the door is opened onto the landing at...
We have a project Power Control Room (PCR)
and we will built the stair & platform at the 3'(W)x 7'(H) exterior door.
So we would like to know what is the minimum length and width of the platform (see red circles below) to comply with IBC-2015/ Section 1011.6 building code
when the door is...