International Association of Certified Home Inspectors
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| Structural Inspections Contains discussions about the structural portion of a home inspection. This includes foundations, framing, etc. |
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#16
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Please Note:
phinsperger is a non-member guest and is in no way affiliated with InterNACHI or its members.
Hi Robert,
Glad to hear you are happy with the work perfomed. If you wouldn't mind sharing, what was the finnal bill for all 7? |
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#17
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I don't mind at all because I had received eye popping guess-timates from several people in the range of $30-40k. The total bill was $8750.00. A few other written estimates I received were a little lower but there were additional charges if the piers went deeper than 20 ft ($25 per foot). My cost per pier did not have additional depth charges. I had a few go beyond the 20 ft mark.
Robert Newland Tyrone, GA 30290 NACHI05101290 http://www.CertifiedHI.com http://www.HomeInspectorTyroneGa.com Home Inspection Reports Powered by: HomeGauge eServices |
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#18
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Please Note:
bdoles2 is a non-member guest and is in no way affiliated with InterNACHI or its members.
Quote:
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#19
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Please Note:
phinsperger is a non-member guest and is in no way affiliated with InterNACHI or its members.
That seems like a very reasonable price to me
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#20
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Please Note:
john bubber is a non-member guest and is in no way affiliated with InterNACHI or its members.
hope your situation works out and hope you actually needed piering,
MANY homeowners are talked into piering or underpinning etc when its not necessary. also hope they waterproofed that one crack in bsmt wall, and any others on the............outside. if there were bricks atop of this retaining wall, what might they look like,huh? How would any piering help relieve-lessen SOIL pressure or roots? It can`t. -----scroll down to picture of retainning wall,HYDROSTATIC PRESSURE http://www.ohiominesubsidence.com/Definitions.aspx cracks in basement walls often occur due to expanding/contracting soil pressure against the WALL and/or roots against the wall. some cracks occur around the time when home is built. cracks in BRICKS ABOVE the wall, especially above/near where there is a crack in the basement wall may subsequently follow as the soil continues to expand-contract with or without the help of roots. so YES, if/when a crack in BASEMENT wall occurs, or WIDENS then a homeowner may begin to see cracks in bricks...does NOT mean they automatically have a settling issue....BLLCHTTTTT! Doesn`t mean they need any sort of helical piering/underpinning etc.......BLCCCHTTTT! The bricks can certainly crack,separate,widen because the crack in the basement wall occurred or the crack in bsmt wall is WIDENING and often is widening due to soil pressure and/or roots AGAINST the dang WALL!!! This is what we/i`ve witnessed.....LEARNED, hands-on/up close for 3 decades. Have never sold 1 pier,never any wall anchoring bcllhtt, just a few underpinning instances......30 years....no homeowner complaints....hmmmm. some will own a home for many years/decades and not have any problems/cracks and then all of a sudden...bamm. too many HO`s begin to freak out when they see a crack in wall and/or in bricks, many ASSUME and/or are told their foundation is fallin` apart, hurry up and spend many thousands before your house/foundation is ruined. and just because a homeowner may receive several bids/opinions from from supposed foundation experts who tell the HO they need piers etc doesn`t mean chtt to me. Of course many, prolly MOST of these salespeople are going to make-their-case to the homeowner to sell, sell, sell. Its very possible for ram jacked piering/any piering to slip/drop if/when water-in-soil changes, jacking chtt around can cause-lead to other problems/cracks to other parts of house/walls/floor etc. LOOK......... IF, IF,IF.....there was a problem with the FOOTING, a cracked/separated/dropped footing....it would be VISIBLE on the outside when dug out. Digging out a few small areas to install PIERS doesn`t define the actual problem(s)......they are assuming, not defining. IF,IF,IF...... a homeowner had other problem(s) then they may also see their basement FLOOR crack/drop, especially around-near a corner. See so-MANY get BS`d into piers when it ABSOLUTELY was NOT NEEDED! Ya know, quite a few of these self proclaimed foundation-waterproofing experts are incompetent, don`t have the many years of experience they advertise/tell ya they do, not talking about company you had. For instance, several companies around here who have been in business for 30 years STILL don`t understand several things, they don`t believe in hydrostatic SOIL-pressure and backfill with 1/2 or all of the same CLAY they dug out.....some think its all about the freakin` DRAIN TILES, they actually think a basement wall can leak if any of the outside tiles are blocked/cracked......so sorry.....Wrong! SHEESH!!! best of luck to ya! some links which mostly delve into the truth, not the BS. http://www.bobvila.com/HowTo_Library...ion-A2095.html this next link......read.... 'footings' and then read..... 'basement walls'..CAUSE and RESOLUTION. if there ISN`T a cracked/dropped footing but rather a crack(s) in basement wall then bricks could begin to crack/separate and THAT is many more HO`s problem. So again.....assuming a HO needs piers when they DON`T KNOW if footing is cracked/dropped is PRETENTIOUS Bcllllllttttttttt!!!!!!!!!!!!! Hit it again.....one may ONLY have a crack in basment wall and NOT need piering/underpinning etc. http://www.fairfaxcounty.gov/dpwes/p...ay.htm#whatare http://www.archicentre.com.au/surviv...king_brick.pdf Agree with alot of this, not all. "If a crack appears overnight in your previosuly intact brick house, don`t panic. It is not the first step in the total disintegration of your whole home. Most cracks require cosmetic treatment only.The MAJORITY are NOT indictions of grave structural damage." "Unfortunately lack of knowledge can lead to the adoption of UNNECESSARILY expensive treatments which may be suggested by firms BIASED in favour of using their own patented and profitable 'cures'." http://dwightyoderbuilders.com//concrete.cfm ........." This type of drainage (gravel-peastone AGAINST the Basement Wall) prevents trapped water and saturated soil next to the foundation from building up HORIZONTAL HYDROSTATIC PRESSURE against the WALL. This pressure will crack walls, cause leaks, and in a worst case,collapse the wall INWARD" So those builders/contractors/city inspectors/SE`s who don`t understand this are INCOMPETENT! Better watch what SOME recommend. Last edited by john bubber; 12/3/07 at 5:45 AM.. |
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#21
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Feel better? What was that all about?Robert Newland Tyrone, GA 30290 NACHI05101290 http://www.CertifiedHI.com http://www.HomeInspectorTyroneGa.com Home Inspection Reports Powered by: HomeGauge eServices |
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#22
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and maybe be a little harsh at times... But, I gotta' admit... I sure learn a hell-of-a-lot from him Jeffrey R. Jonas Critical Eye Property Inspections JRJ Consultants Owatonna, Minnesota Chapter President InterNachi Awards Portal: http://co.nachi.org/inachiawards/
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#23
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LOL
Robert Newland Tyrone, GA 30290 NACHI05101290 http://www.CertifiedHI.com http://www.HomeInspectorTyroneGa.com Home Inspection Reports Powered by: HomeGauge eServices |
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#24
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