Okay. I have a new 3 season room being proposed. From the house into this 3 season room I am required to have a landing on both sides of the door, right? And according to our ordiance's that landing shall be attached to the primary structure and protected from frost, usually done by wing walls or concrete piers. This 3 season rooms floor will be brick pavers over 4 inches granular fill. Problem 1 will be to get them to have the landing outside this door to be properly supported as per IRC and village ordinances.
Problem 2. Being an addition to the house, what is the floor load? Shouldn't all floors inside a house be structural sound? Is a brick paver floor acceptable? Forst heave may very well affect this as it is a screened in porch/3 season room no insulation.
Problem 3. There is another door from the 3 season room to the outside patio. This requires a landing on both sides. Those landings shall be properly supported and attached to the primary structure and potected from frost. But what is the point? The rest of the floor is going to heave anyways unless I can show that the brick paver floor requires protection of some sort.
Any thoughts?
Problem 2. Being an addition to the house, what is the floor load? Shouldn't all floors inside a house be structural sound? Is a brick paver floor acceptable? Forst heave may very well affect this as it is a screened in porch/3 season room no insulation.
Problem 3. There is another door from the 3 season room to the outside patio. This requires a landing on both sides. Those landings shall be properly supported and attached to the primary structure and potected from frost. But what is the point? The rest of the floor is going to heave anyways unless I can show that the brick paver floor requires protection of some sort.
Any thoughts?