I am going to assume you mean a cast concrete foundation, not concrete block where any cracking wouldbe expected to occur at the grout joints ?
I hate to be an alarmist, but I would be quite concerned about this - especially with some of the cracks going clear through the wall. Can you post a photo or two using the leftmost yellow icon above the Answer box called up by clicking the Answer This Question button right below your question, so I can get a better view of the situation ?
If not feasible or you want immediate expert consultation on this, and ultimately you are highly likely to end up needing to go this route anyway, is you need a Civil Engineering firm with both geotechnical and structural capabilities to do an assessment - typically $350 range plus or minus for initial site inspection, plus likely a second phase of $1-2000 or so for a few boreholes to take soil samples for mineralogy, gradation, moisture and compaction tests.
Unfortunately, with these cracks plus the slabs shifting upwards it sounds to me like you are in an expansive soil region - generally but somewhat intermittently exposed at the surface as clayey soils from eastern half of Montana / Wyoming and most of ND/SD (and north into Canada) down into north-central Texas from north to south, and from the Rockies front range to near the east edge of Kansas and Oklahoma roughly, plus much of the Gulf states excluding most of Florida and the mountainous areas - with the best known worst parts being generally in eastern Wyoming and western SD, west Kansas, eastern half of Colorado, most of Oklahoma, and west-central and northern Texas. However, there are sporadic expansive soil areas in other parts of the country from several areas on the west coast to the southeast US. This sort of problem is especially common in Oklahoma and in east-central Colorado from just past the front range to the eastern border. Not for certain that is your issue, but here is a good simple article with info on expansive soils with a US map showing areas with significant occurrence of it - every state has at least one area with the issue -
http://www.inspection-perfection.com/...
As for the cracks themselves, sounds (without seeing it) like a classic case of the wall being bulged inward by external soil pressure (the vertical cracks), and the foundation tearing free of the walls at the studwall bottom plate anchor bolts, creating the three horizontal cracks near the top of wall. No surprise you are having drywall cracks and door/window alignment issues.
I would be checking the purchase contract and warranty on the house ASAP for warranty conditions and whether any warranty is limited to first buyer if you are not the initial buyer, and also your state and maybe city statutory warranty period (if any) on new construction, and hope this is still less than a year from first taking possession of the house because new home builder warranty periods are typically 1 year.
I know this is no help now but for the benefit of other readers of this response, you should have been looking into this issue and warranty coverage as soon as you started having significant noticeable structural (foundation) cracking or a significant number or amount of slab shifting anywhere. Too many homeowners wait entirely too long before addressing problems with homes, be it with defective workmanship or design, or evenwith substandard work-in-progress. Some of this is due to understandable lack of knowledge on their part, convincing contractors who encourage them to "wait-and-see or who convinece them that "all concrete cracks" or such, some from optomism that it will not get any worse, procrastination,or in some cases from fear it will get worse and they will not be able to handle it.
Check your homeowners insurance policy also about earth movement and pressure damage - do NOT call insurance company at this time because that will count as a claim and possibly result in policy cancellation even if it is NOT covered. However, unless you have a specific rider covering damage due to earth movement and pressure, it is extremely rare to find a policy that covers any loss due to that - and those few I have seen/heard about were either earthquake-related riders, ones required by local state code (at significant cost), or in very old policies from the pre-80's that had not ever been amended or revised by the issuer.
All is not lost - this may be a significant issue or not, but generally handleable with some repair and then careful moisture control o the area around the house. But - don't just let it go either, because it can get to the poiint of partial structural collapse, like if a foundation panel collapses into the basement or crawlspace.
