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Performance StandardFilterBuilder ResponsibilityFilterOwner ResponsibilityFilter
Count = 21
Expand/Collapse Construction Phase : 1. SITEWORK ‎(2)
Count = 2
Expand/Collapse Type of Work : SITE DRAINAGE ‎(1)
Count = 1
1. SITEWORKSITE DRAINAGE
Improper drainage of the site.Use SHIFT+ENTER to open the menu (new window).
Necessary grades and swales will be completed to insure proper drainage away from the Home. Standing or ponding water shall not remain for extended periods next to the Home after a rain (generally no more than 24 hours). The possibility of standing water after a heavy rainfall should be anticipated. Grading determination shall not be made while there is frost on the ground, or while the ground is saturated.
For initial establishment of proper grades and swales only.
Maintaining proper grades and swales once they have been properly completed. Damage caused by decks, pools, patios, planters, etc. You installed, which interfere with proper site drainage, are not covered. Erosion control is Your responsibility.
Expand/Collapse Type of Work : SITE GRADING ‎(1)
Count = 1
1. SITEWORKSITE GRADING
Settling of ground around foundation, utility trenches, or other areas.Use SHIFT+ENTER to open the menu (new window).
Settling of ground around foundation, utility trenches or other filled areas shall not interfere with water drainage away from the Home.
Fill those areas where proper drainage has been affected. This shall be done one time only, during the first year of the Warranty Period. The Homeowner(s) shall be responsible for replacement of all grass, shrubs and landscaping in the affected area.
Expand/Collapse Construction Phase : 2. CONCRETE ‎(9)
Count = 9
Expand/Collapse Type of Work : CAST-IN-PLACE CONCRETE ‎(8)
Count = 8
2. CONCRETECAST-IN-PLACE CONCRETE
Basement or foundation wall cracks.Use SHIFT+ENTER to open the menu (new window).
Shrinkage cracks greater than 1/8 inch in width will be repaired.
Repair cracks in excess of 1/8 inch in width.
 
2. CONCRETECAST-IN-PLACE CONCRETE
Cracking of basement floor.Use SHIFT+ENTER to open the menu (new window).
Minor cracks in concrete basement floors are normal. Cracks exceeding 1/4 inch in width or 3/16 inch in vertical displacement shall be repaired.
Repair cracks exceeding maximum tolerances by surface patching or other methods as required. Builder is not responsible for color variation.
 
2. CONCRETECAST-IN-PLACE CONCRETE
Cracking of slab in attached garage.Use SHIFT+ENTER to open the menu (new window).
Cracks in garage slabs in excess of 1/4 inch in width or 1/4 inch in vertical displacement will be repaired.
Repair cracks exceeding maximum tolerances by surface patching, or other methods as required. Builder is not responsible for color variation.
  
2. CONCRETECAST-IN-PLACE CONCRETE
Uneven concrete floors/slabs.Use SHIFT+ENTER to open the menu (new window).
Except for basement floors or where a floor, or portion of a floor, has been designed for specific drainage purposes, concrete floors in rooms designed for habitability shall not have pits, depressions or areas of unevenness exceeding 1/4 inch in 36 inches.
Correct or repair deficiencies exceeding maximum tolerances. Builder is not responsible for color variation.
 
2. CONCRETECAST-IN-PLACE CONCRETE
Cracks in concrete slab-on-grade floors with finish flooring.Use SHIFT+ENTER to open the menu (new window).
Cracks which rupture the finish flooring material shall be repaired.
Repair cracks, so they are not readily apparent.
 
2. CONCRETECAST-IN-PLACE CONCRETE
Pitting, scaling or spalling of concrete work covered under this Limited Warranty.Use SHIFT+ENTER to open the menu (new window).
Concrete surfaces shall not disintegrate to the extent that the aggregate is exposed and loosened under normal conditions of weathering and use.
Take corrective action to repair or replace defective concrete surfaces. Builder is not responsible for deterioration caused by salt, chemicals, mechanical implements and factors not under Builder’s control.
Avoid damaging the surface by the use of salts and chemicals not specifically designed for use on these surfaces.
2. CONCRETECAST-IN-PLACE CONCRETE
Settling, heaving, or separating of stoops, steps or garage floors structurally attached to the Home.Use SHIFT+ENTER to open the menu (new window).
Stoops, steps or garage floors should not settle, heave or separate in excess of 1 inch from the house structures.
Take whatever corrective action is required to meet the Performance Standard.
 
2. CONCRETECAST-IN-PLACE CONCRETE
Standing water on stoops.Use SHIFT+ENTER to open the menu (new window).
Water should drain from all outdoor stoops and steps. Minor water standing on stoops for a short period after rain is a possibility.
Provide proper drainage of steps and stoops. Builder is not responsible for color variation of repair.
 
Expand/Collapse Type of Work : RANDOM CONCRETE CRACKS ‎(1)
Count = 1
2. CONCRETERANDOM CONCRETE CRACKS
Random cracks in concrete.Use SHIFT+ENTER to open the menu (new window).
Normal shrinkage due to the dehydration of the concrete can cause random cracking in concrete slabs.
None
 
Expand/Collapse Construction Phase : 3. MASONRY (stucco see Finishes) ‎(2)
Count = 2
Expand/Collapse Type of Work : UNIT MASONRY ‎(2)
Count = 2
3. MASONRY (stucco see Finishes)UNIT MASONRY
Non-structural foundation wall cracks.Use SHIFT+ENTER to open the menu (new window).
Small cracks not affecting structural stability are not unusual in mortar joints of masonry foundation walls.  Cracks greater than 1/8 inch in width will be repaired.
Repair cracks in excess of 1/8 inch by pointing or patching.  These deficiencies shall be reported and repairs made during the first year of the Warranty Period.  Builder is not responsible for color variation.
3. MASONRY (stucco see Finishes)UNIT MASONRY
Cracks in masonry walls or veneer.Use SHIFT+ENTER to open the menu (new window).
Small cracks due to shrinkage are common in mortar joints in masonry construction.  Cracks greater than 3/8 inch in width will be repaired.
Repair cracks in excess of 3/8 inch by pointing or patching.  These repairs shall be reported to the Builder, but made close to the end of the first year of the Warranty Period to allow expansion, contraction and normal settling. Builder is not responsible for color variation.
Periodic sealing of mortar joint cracks to preclude water intrusion.
Expand/Collapse Construction Phase : 4. WOOD AND PLASTIC ‎(8)
Count = 8
Expand/Collapse Type of Work : FINISH CARPENTRY (EXTERIOR) ‎(3)
Count = 3
4. WOOD AND PLASTICFINISH CARPENTRY (EXTERIOR)
Exterior finish siding has open joints between pieces of trim.Use SHIFT+ENTER to open the menu (new window).
Joints between exterior trim elements, including siding and masonry, shall not result in open joints in excess of 3/16 inch.
Repair only once during the first year of Warranty Period.  Caulking is acceptable.
Maintain the exterior finish by periodic caulking and painting.
4. WOOD AND PLASTICFINISH CARPENTRY (EXTERIOR)
Inadequate clearance of wood siding from finished grade.Use SHIFT+ENTER to open the menu (new window).
There should be a 6-inch clearance between the wood siding and the finished grade at the time of closing or first occupancy, whichever comes first.
Builder will insure that there is a minimum 6-inch clearance between the wood siding and the finished grade at the time of closing or first occupancy, whichever comes first.
Maintain a 6 inch clearance between the siding and finished grade.
4. WOOD AND PLASTICFINISH CARPENTRY (EXTERIOR)
Delamination of veneer siding or joint separation.Use SHIFT+ENTER to open the menu (new window).
All siding shall be installed according to the manufacturer’s and industry’s accepted standards. Separations and delaminations shall be repaired or replaced.
Repair or replace affected siding, as needed, unless caused by manufacturer’s defect or Homeowner(s) neglect to maintain siding properly.  Manufacturing defects are not covered under this warranty and must be reported to that manufacturer. Repaired area may not match in color and/or texture. For surfaces requiring paint, Builder will paint only the new materials. The Homeowner(s) can expect that the newly painted surface may not match original surface in color.
Expand/Collapse Type of Work : FINISH CARPENTRY (INTERIOR) ‎(1)
Count = 1
4. WOOD AND PLASTICFINISH CARPENTRY (INTERIOR)
Poor quality of interior trim workmanship.Use SHIFT+ENTER to open the menu (new window).
Joints in moldings or joints between moldings and adjacent surface shall not result in open joints exceeding 1/8 inch in width.
Repair defective joints as defined. Caulking is acceptable.  Builder is not responsible for color variation.
Periodic caulking of seams between baseboard and finished floor.
Expand/Collapse Type of Work : ROUGH CARPENTRY ‎(4)
Count = 4
4. WOOD AND PLASTICROUGH CARPENTRY
Floors or stairs squeak or sub-floor seems loose.Use SHIFT+ENTER to open the menu (new window).
A squeak-proof floor/stair cannot be guaranteed.
Correct the problem only if caused by an underlying construction defect.
4. WOOD AND PLASTICROUGH CARPENTRY
Uneven wood floors.Use SHIFT+ENTER to open the menu (new window).
Floors shall not be more than 1/4 inch out of level within any 32-inch horizontal measurement.
Correct or repair to meet Performance Standard.
4. WOOD AND PLASTICROUGH CARPENTRY
Bowed walls or ceilings.Use SHIFT+ENTER to open the menu (new window).
Walls and ceilings shall not be more than 1/2 inch out of level within any 32-inch horizontal measurement, not including drywall corner bead.
Repair to meet the Performance Standard.
4. WOOD AND PLASTICROUGH CARPENTRY
Out of plumb walls.Use SHIFT+ENTER to open the menu (new window).
Walls should not be more than 1/4 inch out of plumb for any 32-inch vertical measurement.
Repair to meet the Performance Standard.