Website: http://www.shireinspect.com
Email: shireinspect@hotmail.com
Phone: (315) 697-7701
7098 Old County rd 
Canastota, NY 13032
Inspector: Ralph Smith

 

S.H.I.R.E. Inspection Report
Client(s): David Kimball
Property address: Timmerman Rd
Canastota, NY
Inspection date: Thursday, June 07, 2007
This report published on 6/7/2007 5:28:49 PM EDT

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315-697-7701 or 315-420-2832

 
How to Read this Report
This report is organized by the property's functional areas.  Within each functional area, descriptive information is listed first and is shown in bold type.  Items of concern follow descriptive information. Concerns are shown and sorted according to these types:
SafetyPoses a risk of injury or death 
Major defectCorrection likely involves a significant expense 
Repair/ReplaceRecommend repairing or replacing 
Repair/MaintainRecommend repair and/or maintenance 
Minor defectCorrection likely involves only a minor expense 
MaintainRecommend ongoing maintenance 
EvaluateRecommend evaluation by a specialist 
ServiceableItem or component is in serviceable condition 
CommentFor your information 

Click here for a glossary of building construction terms.  Contact your inspector if there are terms that you do not understand, or visit the glossary of construction terms at http://www.reporthost.com/glossary.asp
 
General information
Report number: kimball060707
Structures inspected: House and attached garage.
Type of building: Single family
Age of building: 100+
Time started: 8 AM
Time finished: 10:30 AM
Present during inspection: Property owner(s)
Occupied: Yes
Weather conditions: Cloudy
Temperature: Cool
Ground condition: Damp
Front of structure faces: South
Main entrance faces: South
Foundation type: Unfinished basement
The following items are excluded from this inspection: Private sewage disposal system, Private well, Water filtration system


1) Structures built prior to 1979 may contain lead-based paint and/or asbestos in various building materials such as insulation, siding, and/or floor and ceiling tiles. Both lead and asbestos are known health hazards. Evaluating for the presence of lead and/or asbestos is not included in this inspection. The client(s) should consult with specialists as necessary, such as industrial hygenists, professional labs and/or abatement contractors for this type of evaluation. For information on lead, asbestos and other hazardous materials in homes, visit these websites:
  • The Environmental Protection Association (http://www.epa.gov)
  • The Consumer Products Safety Commission (http://www.cpsc.gov)
  • The Center for Disease Control (http://www.cdc.gov)
     
    Exterior
    Footing material: Not visible
    Foundation material: Concrete block, Stone
    Apparent wall structure: Wood frame
    Wall covering: Vinyl
    Driveway material: Asphalt
    Sidewalk material: Poured in place concrete
    Exterior door material: Solid core steel
    2) An area of the footer, for the foundation, was found to be undermined under the rear deck, a structural concern and an indication that settlement is ongoing. The client(s) should consider hiring qualified contractors and/or engineers as necessary for further evaluation. Such contractors may include:

  • Foundation repair contractors who may prescribe repairs, and will give cost estimates for prescribed repairs
  • Masonry contractors who repair and/or replace brick veneer
  • Geotechnical engineers who attempt to determine if settlement is ongoing, and what the cause of the settlement is
  • Structural engineers who determine if repairs are necessary, and prescribe those repairs

    At a minimum, recommend sealing cracks to prevent water infiltration. Numerous products exist to seal such cracks including:
  • Hydraulic cement. Requires chiseling a channel in the crack to apply. See http://www.quickrete.com/catalog/HydraulicWater-StopCement.html for an example.
  • Resilient caulks (easy to apply). See http://www.quickrete.com/catalog/GrayConcreteRepair.html for an example.
  • Epoxy sealants (both a waterproof and structural repair). See http://www.mountaingrout.com/ for examples of these products. See photo 30    See photo 31    
    3) The sill plate beam, behind the deck ledger board is completly rotted due to no flashing installed. Although there are posts at the ends of the deck, there is none in the center at the main carrying beam and relies on the sill beam to support it. The client(s) should consider hiring qualified contractors and/or engineers as necessary for further evaluation See photo 27    See photo 28    
    4) One or more deck ledger boards are nailed to the structure rather than being attached by adequate fasteners. This poses a significant safety hazard since the ledger board(s) may separate from the structure, causing the deck(s) to collapse. A qualified contractor should install lag screws or bolts as per standard building practices to securely attach the ledger board(s) to the structure. For more information on installing deck ledger boards visit: http://www.hometime.com/Howto/projects/decks/deck_4.htm

    And for more information on building safe decks in general, visit: http://www.thisoldhouse.com/toh/knowhow/exteriors/article/0,16417,212625,00.html

    5) Flashing is missing from above one or more deck ledger boards. This can cause moisture to accumulate between the ledger board(s) and the structure. Rot has resulted in this area and may cause the ledger board fasteners to fail. The deck may separate from the structure in this event and poses a significant safety hazard. A qualified contractor should install flashing above ledger board(s) where necessary. For more information on installing deck ledger boards visit: http://www.hometime.com/Howto/projects/decks/deck_4.htm

    And for more information on building safe decks in general, visit: http://www.thisoldhouse.com/toh/knowhow/exteriors/article/0,16417,212625,00.html
    See photo 5    
    6) One or more major cracks (more than 3/4 inch wide) were found in the foundation. These appear to be a structural concern, and may indicate that settlement is ongoing. The client(s) are strongly advised to hire qualified contractors and/or engineers as necessary for further evaluation. Such contractors may include:

  • Foundation repair contractors who may prescribe repairs, and will give cost estimates for prescribed repairs
  • Masonry contractors who repair and/or replace brick veneer
  • Geotechnical engineers who attempt to determine if settlement is ongoing, and what the cause of the settlement is
  • Structural engineers who determine if repairs are necessary, and prescribe those repairs See photo 4    See photo 14    See photo 20    See photo 30    See photo 31    
    7) The perimeter grading slopes towards the structure in one or more areas. This can result in water accumulating around the structure's foundation, or in basements and crawl spaces if they exist. Accumulated water is a conducive condition to wood destroying insects and organisms. Wet soil may also cause the foundation to settle and possibly fail over time. Recommend grading soil so it slopes down and away from the structure with a slope of at least 5% (10% or better is optimal) for at least 6 feet. See photo 3    
    8) One or more gutters are missing. This can result in water accumulating around the structure's foundation, or in basements and crawl spaces if they exist. Accumulated water is a conducive condition to wood destroying insects and organisms, and may also cause the foundation to settle and possibly fail over time. A qualified contractor should install gutters and downspouts where missing. Also, extensions such as splashblocks or tie-ins to underground drain lines should be installed as necessary to carry rain water away from the house.
    9) One or more wooden deck support posts are in contact with soil, and are rotten. This is a conducive condition for wood destroying insects and organisms. Standard building practices require that there be at least 6" of space between any wood and the soil below, even if the wood is treated. If possible, soil should be removed or graded so a 6" clearance is maintained. A qualified contractor should evaluate and make repairs as necessary, such as replacing rotten posts, or trimming rotten post bases and installing concrete and metal post bases. If possible, soil should be removed or graded so a 6" clearance is maintained. Otherwise recommend installing borate based Impel rods to prevent rot. See photo 29    
    10) Soil is in contact with or less than six inches from siding and/or trim. This is a conducive condition for wood destroying insects and organisms. Soil should be graded and/or removed as necessary so there are at least six inches of space between the siding and trim and the soil below. See photo 3    
    11) Recommend cleaning deck(s) and railing(s) and treating with a preservative claiming to waterproof, block ultraviolet light, and stop mildew. Consumer Reports recommends these products:

  • Cabot Decking Stain and PTW Stain
  • Olympic Water Repellent Deck Stain
  • Thompson's House and Deck Stain
  • Wolman PTW Deck Stain
  • Akzo Sikkens Cetol DEK
  • Benjamin Moore Moorwood Clear Wood Finish
  • DAP Woodlife Premium
  • Olympic Natural Look Protector Plus
    12) One or more sections of foundation and/or exterior walls are excluded from this inspection due to lack of access from vegetation, debris and/or stored items.
     
    Roof
    Roof inspection method: Traversed
    Roof type: Cross gable
    Roof covering: Asphalt or fiberglass composition shingles
    Estimated age of roof: 20-30 years
    Gutter & downspout material: None
    Roof ventilation: Unable to determine (no access to attic spaces)
    13) The roof surface material appears to be near the end of its service life and will likely need replacing in the near future, even with repairs. The client(s) should budget for a replacement roof surface, and may want to have a qualified roofing contractor evaluate and attempt to issue a "5 year roof certificate".
    14) One or more composition shingles are damaged, deteriorated and/or missing, and should be replaced. Leaks may occur as a result. A qualified roofing contractor should evaluate and make repairs as necessary. See photo 6    See photo 8    
    15)   The vally shigles appear to be beyond or at the end of the service life and needs replacing now. The client(s) should consult with a qualified roofing contractor to determine replacement options and costs. See photo 7    
     
    Garage

    16) One or more wall and/or ceiling surfaces between the attached garage and interior living spaces have gaps, holes, or missing or inadequate surface materials. These surfaces are intended to prevent vehicle fumes from entering living spaces, and to slow the spread of fire from the garage to living spaces. A qualified contractor should evaluate and make repairs as necessary so the attached garage wall and ceiling surfaces that adjoin living spaces are tightly sealed and fire rated as per standard building practices. Typically these surfaces require a one-hour fire rating.
    17) The roof on the garage is sagging due to broken or missing collar ties, no support under the load bearing wall that was removed when the garage was extended and the missing post at the rear of the same removed wall. A qualified contractor should evaluate and repair or replace the post and/or add collar ties, after jacking. See photo 2    See photo 10    See photo 26    
    18) The garage-house door poses a fire risk because it's not fire-rated (metal or solid-core construction). A qualified contractor should replace this door with a fire-rated door. See photo 11    
    19) The interior perimeter of the garage is excluded from this inspection due to lack of access from stored items.
     
    Attic
    Inspection method: Viewed from hatch1 story section only
    Roof structure type: Rafters
    Ceiling structure: Ceiling beams
    Insulation material: Fiberglass roll or batt
    Insulation depth: 6"
    Insulation estimated R value: 19
    20) No accessible attic spaces were found or inspected for the 2 story section at this property.
     
    Electric service
    Primary service type: Overhead
    Primary service overload protection type: Circuit breakers
    Service amperage (amps): 200
    Service voltage (volts): 120/240
    Location of main service switch: Main breaker at top of panel.
    Location of main disconnect: Breaker at top of main service panel
    Service entrance conductor material: Aluminum
    System ground: Ground rod(s) in soil
    Main disconnect rating (amps): 150
    Branch circuit wiring type: Copper
    Solid strand aluminum branch circuit wiring present: No
    Smoke detectors present: No
     
    Water heater
    Estimated age: 7
    Type: Tank
    Energy source: Electricity
    Capacity (in gallons): 40
    Manufacturer: Reliance
    Water temperature (degrees Fahrenheit): 125
    21) The hot water temperature is greater than 120 degrees Fahrenheit. This is a safety hazard due to the risk of scalding. The thermostat should be adjusted so the water temperature doesn't exceed 120 degrees. For more information on scalding dangers, visit http://www.tap-water-burn.com/
     
    Heating and cooling
    Estimated age: 4
    Primary heating system energy source: Oil
    Primary heat system type: Forced air, Standard efficiency
    Distribution system: Sheet metal ducts, Flexible ducts
    Manufacturer: Rheem
    Filter location: At the base of the furnace
    22) The oil tank appears to be heavily rusted and may astart to leak in the near future. We recommend that the tank be replaced or at minimum inspected and tested by an approved vendor. The leaking of heating oil is a dangerous and costly environmental hazard. See photo 24    
    23) The last service date of this system appears to be more than two years ago, or the inspector was unable to determine the last service date. The client(s) should ask the property owner(s) when it was last serviced. If unable to determine the last service date, or if this system was serviced more than two years ago, a qualified heating and cooling contractor should inspect, clean, and service this system, and make repairs if necessary. This servicing should be performed every few years in the future, or as per the contractor's recommendations.
     
    Plumbing and laundry
    Location of main water shut-off valve: At pump
    Visible fuel storage systems: 275 gal oil tank
    Water service: Private
    Service pipe material: Polyethelene
    Supply pipe material: Copper, CPVC
    Vent pipe material: Plastic
    Drain pipe material: Plastic
    Waste pipe material: Plastic
    24) No clothes dryer exhaust duct is installed. Clothes dryers produce large amounts of moisture which should not enter structure interiors. Damage to building components may result. A rigid or semi-rigid metal exhaust duct should be installed as per standard building practices, and by a qualified contractor if necessary. For information, visit http://www.cpsc.gov/CPSCPUB/PUBS/5022.html
    25) Neither the clothes washer nor dryer were operated or evaluated. They are excluded from this inspection.
     
    Basement
    Pier or support post material: Wood, Steel
    Beam material: Solid wood
    Floor structure above: 2x6 tongue and groove
    26) We recommend that a qualified contractor evaluate and repair the rotted floor joist at the south wing, east side, near the wall. See photo 15    
    27) The sill beam is partially rotted out at the south east corner, of the east wing,[where the cistern was removed] and the short posts, supporting the beam that was installed to replace it, are rotted from the ongoing water intrusion. See photo 16    See photo 17    See photo 18    See photo 19    
    28) One or more flights of stairs with more than two risers have no handrail installed. This is a safety hazard. A qualified contractor should install graspable handrails that your hand can completely encircle at stairs where missing, and as per standard building practices. See photo 13    
    29) The base of all the wood support posts are rotted, even the newer ones that were installed on the section of new floor joists, that replaced the deteriorated joists. We recommend that a qualified contractor evaluate and repair such as the posts be cut off or replaced with treated posts and/or concrete piers poured under them, to reduce the risk of the posts to rot. See photo 16    See photo 18    See photo 21    See photo 22    
    30) Wooden support posts are not securely fastened to beams above. This is a safety hazard since they can separate during a seismic event or from vibration. A qualified contractor should evaluate and make repairs as necessary, such as installing metal ties, bracing with lumber and/or plywood gussets as per standard building practices. See photo 23    
    31) Standing water and/or wet areas were found in one or more sections of the basement. Accumulated water is a conducive condition for wood destroying insects and organisms and should not be present in the basement. A qualified contractor who specializes in drainage issues should evaluate and repair as necessary. Typical repairs for preventing water from accumulating in the basement include:

  • Repairing, installing or improving rain run-off systems (gutters, downspouts and extensions or drain lines)
  • Improving perimeter grading
  • Repairing, installing or improving underground footing and/or curtain drains

    Ideally, water should not enter the basement, but if water must be controlled after it enters the basement, then typical repairs include installing sump pump(s) or interior perimeter drains.
     
    Well
    Location of well equipment: Basement
    32) This property's water pressure was below 40 psi at times during the inspection. 40-80 psi is considered to be the normal range for water pressure in a home. Most well equipment operates in a 20 psi range during its use and recharge cycle. The client(s) may find that the lower pressures in this range may not be adequate. For example, when one person is showering and another is using other plumbing fixtures. Modifications can be made such as adjusting or replacing the pressure regulator switch. Recommend having a qualified well or plumbing contractor evaluate and make repairs as necessary. For more information, visit http://www.wellowner.org/awellmaintenance/waterpressure.shtml
    33) The estimated useful life for most well pumps is 15 to 20 years. Based on information provided to the inspector, or evidence found during the inspection, the well pump may be approaching this age and may need replacing at any time. Recommend budgeting for a replacement in the near future. See photo 12    
     
    Kitchen

    34) One or more electric receptacles that serve countertop surfaces within six feet of a sink appear to have no ground fault circuit interrupter (GFCI) protection. This is a safety hazard due to the risk of shock. A qualified electrician should evaluate to determine if GFCI protection exists, and if not, repairs should be made so that all receptacles that serve countertop surfaces within six feet of sinks have GFCI protection. For example, install GFCI receptacles or circuit breaker(s) as needed.
    35) The counters are not securely fastened to the wall. There is an outlet behind the backsplash. This is a safety hazard due to the risk of the counter falling. A qualified contractor should evaluate and repair as necessary.
    36) No range hood is installed over the range or cook top. Ventilation and/or lighting may be inadequate and moisture may accumulate indoors. Recommend having a qualified contractor install a vented and lighted range hood, with the exhaust fan configured so as to vent outdoors.
     
    Bathrooms

    37) One or more electric receptacles that serve countertop surfaces within six feet of a sink appear to have no ground fault circuit interrupter (GFCI) protection. This is a safety hazard due to the risk of shock. A qualified electrician should evaluate to determine if GFCI protection exists, and if not, repairs should be made so that all receptacles that serve countertop surfaces within six feet of sinks have GFCI protection. For example, install GFCI receptacles or circuit breaker(s) as needed.
     
    Interior rooms

    38) Relatively few electric receptacles are installed in one or more interior rooms. This can result in "octopus" wiring with extension cords, which is a fire hazard. A qualified electrician should evaluate and install additional receptacles as necessary and as per standard building practices. See photo 25    
     
    Fireplaces, woodstoves and chimneys
    Chimney type: Masonry
    39) The masonry chimney's mortar is deteriorated and should be repaired to prevent further, significant deterioration. Recommend having a qualified chimney service contractor or mason evaluate chimney and repair as necessary. This will likely require repointing the mortar.
    40) The masonry chimney crown is missing and needs replacement.
    The crown is meant to keep water off of the chimney structure. The chimney can be damaged by wet masonry going through freeze-thaw cycles. A properly constructed chimney crown should:

  • Be constructed using either pre-cast concrete slabs, cast-in-place steel reinforced concrete, solid stone, or metal
  • Be sloped down from the flue a minimum of 3 inches of fall per foot of run
  • Extend a minimum of 2-1/2 inches beyond the face of the chimney on all sides
  • Not directly contact the flue liner (if installed), and this gap should be filled with flexible caulk
  • Have flashing installed between the bottom of the crown and the top of the brick chimney

    A qualified chimney service contractor or mason should evaluate and repair or replace the crown as necessary. See photo 9    
     

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