Originally Posted By: lewens This post was automatically imported from our archived forum.
I don’t want to sound smart a$% about this but plumb is plumb and level is level. The minimum requirement is just that, plumb and level. I don’t see how
you can build any other way. The only things I can think of not being plumb is a roof and not level a deck.
Originally Posted By: dbowers This post was automatically imported from our archived forum.
The “Standards” used by the NAHB, many warranty companies, etc are in a published book called “Residential Construction Performance Guidelines” or one called “Quality Standards For The Professional Remodeler”.
The have different tolerances for walls, floors, concrete cracks, etc. as to what is considered acceptable and within normal tolerances.
You can get it from the NAHB, ITA or the Construction Bookstore. Cost is about $31.
Originally Posted By: roconnor This post was automatically imported from our archived forum.
Dan … that deflection limit of L/240 is also actually a pretty reasonable limit for sloping floors and slabs as a rough guide. Works out to be a slope of about 1" in 20’, which is a common upper limit for HI’s …
Anything greater than that, and my big kids marble will go flying towards the edge ...
-- Robert O'Connor, PE
Eagle Engineering ?
Eagle Eye Inspections ?
NACHI Education Committee
I am absolutely amazed sometimes by how much thought goes into doing things wrong
Originally Posted By: mcyr This post was automatically imported from our archived forum.
Hi. guys;
Out of plumb and level is mostly thought of ,as a performance specification to control human error that is acceptable. No one is perfect, in Construction, especially when it comes to level and plumb.
The ACI, dictates most times, that a concrete floor when checked with a ten foot straight edge, shall not exceed 1/4" at any point. This would not be true when super-flat floors are specified. Walls constructed of masonry will also state the the plumb will not deviate more that 1/4" out of plumb for every ten feet of wall vertical. I have no specific spec.
number to give you, but just what comes at hand at to moment. I believe that this would fall in to performance standards, then anything else.
Marcel
Originally Posted By: roconnor This post was automatically imported from our archived forum.
for existing buildings. Be careful applying that to slabs which are sometimes sloped for drainage.
I think the NAHB documents Dan referenced are a good guide. Also check out the Texas Residential Construction Commission "Limited Statutory Warranty and Building and Performance Standards" as another guide.
Just my opinion and 2-nickels ... 
-- Robert O'Connor, PE
Eagle Engineering ?
Eagle Eye Inspections ?
NACHI Education Committee
I am absolutely amazed sometimes by how much thought goes into doing things wrong
Originally Posted By: lewens This post was automatically imported from our archived forum.
Mr Knowsbetter
Did I give you permission to address me by my given name? I don’t remember doing so. In the future if you wish to address me you will please use a more formal method of address or, do not bring me up in your inane posts as I do not tolerate informality from nameless posters who have no business being on the message board.