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The OPHelping the OP find reasons for holding up a CO is not walking it
The OP is trying to address this at the plan review stage. He is not holding up a CO or denying a permit or anything like that. He has recognized a potential problem and is looking for a solution. So can we help him get a good year round safe design either through code requirements or as UB's photos showed.I have a commercial building in plan check right now,
No he is not a king. However, if he is acting within the boundaries of his duties, and can defend his interpretation, he will prevail whether you like it or not. Sorry brudgers, that's just the way it is, as case law shows time after time after time.I advocate using a lawyer when it is necessary to get a code official to interpret what the code says rather than making up requirements. That's the nature of our great free country. Only a code official who doesn't respect our democratic freedoms would take issue with such an approach. A code official isn't a king who can rule by fiat.
Because you don't have any.Unlike a code official you won't see me going on and on about authority.
I just threw up in my mouth. And we have the responsibility of making sure you meet the code too. You know, just to make double sure...Instead I have responsibility for meeting the code.It comes with the pencil.
There is a lot more to your job as pencil pusher than "to meet the code." But since you design to the lowest common denominator, let's review some code text, shall we? (This may be the first time you have ever seen these...)Brudgers said:Instead I have responsibility for meeting the code.It comes with the pencil.
Also an often overlooked section, thanks for posting that. The beauty of the IFC is that you could use this section on existing situations as well as new.mtlogcabin said:Leave it to the fire boys to have something. I know this is a maintenance section so ask the owners (not the DP) for a maintenance plan to keep ice from forming at the downspout discharge areas. I bet when they factor in the on going cost the owners will ask the DP why he designed the downspouts to discharge across the sidewalks
brudgers can respond but it meets code, it is your maintenance problem not my design error.
IFC 1028.3 Obstructions.
A means of egress shall be free from obstructions that would prevent its use, including the accumulation of snow and ice.
There is a lot more to your job as pencil pusher than "to meet the code." But since you design to the lowest common denominator, let's review some code text, shall we? (This may be the first time you have ever seen these...)TJacobs said:Brudgers said:Instead I have responsibility for meeting the code.It comes with the pencil.
Eliminating roof discharge onto the walk does not eliminate ice from the walk.brudgers said:There is a lot more to your job as pencil pusher than "to meet the code." But since you design to the lowest common denominator, let's review some code text, shall we? (This may be the first time you have ever seen these...)TJacobs said:Brudgers said:Instead I have responsibility for meeting the code.It comes with the pencil.
Straight from the 2006 IBC:
Definitions:
MEANS OF EGRESS. A continuous and unobstructed path of vertical and horizontal egress travel from any occupied portion of a building or structure to a public way. A means of egress consists of three separate and distinct parts: the exit access, the exit and the exit discharge.
EXIT DISCHARGE. That portion of a means of egress system between the termination of an exit and a public way.
PUBLIC WAY. A street, alley or other parcel of land open to the outside air leading to a street, that has been deeded, dedicated or otherwise permanently appropriated to the public for public use and which has a clear width and height of not less than 10 feet (3048 mm).
1003.4 Floor surface.
Walking surfaces of the means of egress shall have a slip-resistant surface and be securely attached.
ANSI A117.1:
104.4 Floor or Floor Surface.
The terms floor or floor surface refer to the finish floor surface or ground surface, as applicable.
302.1 General.
Floor surfaces shall be stable, firm, and slip resistant, and shall comply with Section 302. Changes in level in floor surfaces shall comply with Section 303.
There is no code requirement for a slip-resistant parking lot but there is a code requirement for a slip-resistant means of egress to a public way (parking lot), plus the entire accessible route.
Until you have arrived at a public way, and unless the sidewalk is more than 10' wide between the exit and the public way, you need to comply with 1003.4 and 302.1. What part of ice-covered sidewalk is a "slip-resistant surface"?
Maybe this does not happen in GA or FLA but it happens here big time. The right thing to do would be to provide downspouts directly connected to a storm water system or the sidewalk grates or some other system or put the downspout discharge somewhere away from the sidewalk.
The plan reviewer has identified a potentially hazardous condition which through experience he knows to be created by this design. I'm with the plan reviewer.
There's a difference in context between an actual code review and an online discussion of issues surrounding the code.TJacobs said:Even when code text and other experience is presented to you you stick to your position. Any further response by me could be interpreted by the moderator as personal.
View attachment 80Coug Dad said:Has anyone pointed out that the grates in UB's photos do not meet code because the long dimension of the holes is required to be perpindicular to the primary path of travel?![]()