Michael Anthony Homes - Pennsylvania real estate, New Home Builder In The Greater Philadelphia Region, New Home Construction, Southeastern Pennsylvania

505 1/2 Germantown Pike, Lafayette Hill, PA 19444
800-898-0028

WARRANTY GUILDELINES

CONCRETE SLAB ON GRADE

CATEGORY OBSERVATION ACTION REQUIRED BY BUILDER COMMENTS OR SUGGESTIONS

Concrete Slab on Grade 1.14 Cracks appear at control joints. No action required. Expansion\contraction joint is placed to control cracking. This is not a deficiency.

1.15 Pits, depressions or areas of unevenness in areas designed for living purposes.

Builder will correct those areas in which defect exceeds 1\2 inch
within a 32 inch measurement. In rooms not initially designed as finished living areas or where a portion of a floor surface has been designed for specific drainage purposes, a slope which exceeds 1\2 inch within a 32 inch measurement is acceptable.

1.16 Disintegration of concrete floor surface. Builder will correct disintegrated surfaces caused by improper placement of concrete. Disintegration caused by erosion due to salt, chemicals, implements used and other factors beyond Builder's control is not a warranted deficiency

1.17 Crack in concrete floor which ruptures or significantly impairs performance of floor covering. Builder will correct so Defect is not readily noticeable when floor covering is in place. Minor impressions in floor covering are not considered significant imperfections.

1.18 Cracks in attached garage slab. Builder will correct cracks which exceed ½ inch in width or vertical displacement. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected.

1.19 Cracks in concrete floor of unfinished area (no floor covering) or in areas not designed for living. Builder will correct cracks which exceed ½ inch in width or vertical displacement. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected.

1.20 Cracks in visible face of foundation. Builder will correct cracks in excess 1/8 inch in width. Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected.

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CATEGORY	OBSERVATION	ACTION REQUIRED BY BUILDER	COMMENTS OR SUGGESTIONS
Concrete Slab on Grade	1.14 Cracks appear at control joints.	No action required.	Expansion\contraction joint is placed to control cracking. This is not a deficiency.
	1.15 Pits, depressions or areas of unevenness in areas designed for living purposes.	Builder will correct those areas in which defect exceeds 1\2 inch within a 32 inch measurement.	In rooms not initially designed as finished living areas or where a portion of a floor surface has been designed for specific drainage purposes, a slope which exceeds 1\2 inch within a 32 inch measurement is acceptable.
	1.16 Disintegration of concrete floor surface.	Builder will correct disintegrated surfaces caused by improper placement of concrete.	Disintegration caused by erosion due to salt, chemicals, implements used and other factors beyond Builder's control is not a warranted deficiency
	1.17 Crack in concrete floor which ruptures or significantly impairs performance of floor covering.	Builder will correct so Defect is not readily noticeable when floor covering is in place.	Minor impressions in floor covering are not considered significant imperfections.
	1.18 Cracks in attached garage slab.	Builder will correct cracks which exceed ½ inch in width or vertical displacement.	Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected.
	1.19 Cracks in concrete floor of unfinished area (no floor covering) or in areas not designed for living.	Builder will correct cracks which exceed ½ inch in width or vertical displacement.	Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected.
	1.20 Cracks in visible face of foundation.	Builder will correct cracks in excess 1/8 inch in width.	Surface patching and epoxy injections are examples of acceptable repair methods. Shrinkage cracks are common and should be expected.