home inspection report...home inspection report 1234 your road nashville, tn 37209 inspection date:...

Home Inspection Report

1234 Your Road Nashville, TN 37209

Inspection Date: February 29, 2014

Prepared For: L. Piggie II

[email protected] 615-555-5555

Prepared By: Carlson Inspection LLC dba

Carlson Home Inspection Services www.nashvilleshomeinspector.com

[email protected] 615-228-4443

Report Number: 14Y0229

Inspector:

Bill Carlson; P.E. (Louisiana Inactive) TN State Home Inspector License #63

Summary

STRUCTURE

Unsupported sill section supporting floor joists over HVAC ductwork.

1. Repair:,Query: The foundation sill is unsupported over the HVAC system foundation opening for the ductwork. Multiple floor joists bear over this location which is improper. Proper supplemental support is likely required to support the sill and floor joists. A licensed structural engineer should be contacted to review this issue and the other structural issues listed below (1-7; 11,12) and approve these configurations in writing or repairs should be specified. Any repairs required should be performed by a licensed structural contractor.

1/2 depth block.

2. Repair:,Query: There is a section along the rear of the house where 1/2 block sections were installed. These likely require replacement with full blocks.

Anchors missing within 12" of sill splice.

3. Repair:,Query: Foundation anchors are required to be installed on both sides of a sill splice within 12". There is at least one location where anchor bolts are missing. This will likely require correction and all sill splices will need to be checked and addressed as needed. From the 2006 International Residential Code (IRC); R403.1.6 Foundation anchorage. When braced wall panels are supported directly on continuous foundations, the wall wood sill plate or cold-formed steel bottom track shall be anchored to the foundation in accordance with this section. The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the foundation with anchor bolts spaced a maximum of 6 feet (1829 mm) on center. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305 mm) or less than seven bolt diameters from each end of the plate section.

Carlson Home InspectionL. Piggie II

Page 1 of 36

1234 Your RoadNashville, TN 37209

2014 Carlson Inspection, LLC Seeing - Knowing - Caring

Summary (Continued) Summary (Continued)4. Monitor: The proximity of the tree could influence the foundation

over time. Evidence of influence was not observed at this time. Removal of the tree should be considered. It is noted that if the tree roots are actively supporting the foundation at the time of removal, foundation re-support may also be needed as the roots decay over time.

5. Repair:,Query: The flooring structure girder is supported by masonry piers with poured concrete footings visible from the crawl space. The top blocks of the piers are hollow which is improper. The pier caps should be of solid block or solidly grouted hollow block to maximize girder bearing area and stability. It is also noted two of the piers are currently not in active support as the 2X shim lumber can be moved by hand at these piers, From the 2006 International Residential Code (IRC); R606.6.1 Pier cap. Hollow piers shall be capped with 4 inches (102 mm) of solid masonry or concrete or shall have cavities of the top course filled with concrete or grout or other approved methods. A licensed structural engineer should be contacted to review and approve this configuration in writing or specify a repair. Any repairs required should be performed by a licensed structural contractor.

Hollow pier cap. Girder not in contact with pier.

6. Repair:,Query: Braced purlins are present in the attic to reduce the rafter span to an acceptable length. The installation of the purlin and bracing is improper and distress was also observed in the bracing members and connections. The maximum spans between purlin braces is 4' which has been significantly exceeded. It is also suspected that some or all of the braces bear directly on the ceiling framing and do not bear directly on load bearing walls at the level below as required. The braces also are missing the stiffener section for the majority of the length. Correction is likely required. From the 2006 International Residential Code; R802.5.1 Purlins. Installation of purlins to reduce the span of rafters is permitted as shown in Figure R802.5.1. Purlins shall be sized no less than the required size of the rafters that they support. Purlins shall be continuous and shall be supported by 2-inch by 4-inch (51 mm by 102 mm) braces installed to bearing walls at a slope not less than 45 degrees from the horizontal. The braces shall be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces shall not exceed 8 feet (2438 mm).


Page 2 of 36



STRUCTURE (Continued) ((Rating)) (continued)

Stiffeners missing; spans too great;

possibly bearing on ceiling framing.

Tenuous connection.

Looking up; Decking cut back too far to

support ridge vent/cap shingles.

7. Repair:,Query: The exhaust roof ventilation visible in the attic is provided by a ridge vent. The roof decking below a ridge vent should be cut back 2" on both sides of the ridge board to allow hot air to escape from the attic but must also support the ridge vent material and cap shingles. In this case, the decking has been cut back approx. 6" on each side and the stability of the ridge vent and cap shingles is suspect. This could lead to leakage over time. This will likely require correction.

8. Repair: The hole in the crawl space soil at the front at the water supply entry should be back filled.


Page 3 of 36



Summary (Continued) Summary (Continued)9. Repair: There is evidence of active moisture in the crawl space

indicated by damp soil at the perimeter at the rear and a puddle of water at the HVAC unit entrance area. This condition may vary seasonally and/or with precipitation intensity. Roof and lot drainage repairs or improvements should be addressed as a first step to controlling water in the crawl space (see "Exterior" and "Roofing: Gutters" sections). This condition should then be monitored to determine if positive drainage measures are needed. Consideration should be given to consultation with a drainage specialist.

10. Repair:,Query: Dark staining was observed on the flooring structure. It is suspected the framing structure was not completely dried in for a period of time. Dark area possibly could have evidence of mold/mildew present. An Indoor Air Quality Association (IAQA) certified contractor should be contacted to evaluate and perform a proper remediation as needed. Determination of mold/mildew is outside the scope of this inspection.

No ledger; joists toe nailed into siding trim;

not anchorable.

11. Repair:,Query: The front and rear decks should be secured to the house rim joist with a continuous ledger installed at the exterior with 1/2" lag bolts in alternating joist bays. The floor joists are toe nailed directly into the siding trim only at the rears deck. No continuous ledger is present. A properly bolted ledger should be present at both decks. The deck posts should also be secured to the rim joist with 1/2" lag bolts. The post connections are currently nailed only. Nails are subject to withdraw over time. This will likely require correction. From the 2006 international Residential Code (IRC); R502.2.2 Decks. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self supporting. For decks with cantilevered framing members, connections to exterior walls or other framing members, shall be designed and constructed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck.


Page 4 of 36



Summary (Continued)No ledger; No hanger;

No bearing.

12. Repair: The deck joists should bear on a ledger or should be mounted to the rim joist/deck ledger with framing hangers. This likely requires correction. From the 2006 International Residential Code (IRC); R502.6.2 Joist framing. Joists framing into the side of a wood girder shall be supported by approved framing anchors or on ledger strips not less than nominal 2 inches by 2 inches (51 mm by 51 mm).

ROOFING

13. Repair: The front porch roof installation is improper. The shingle overhang is excessive and will cause debris to not pass in the gutter, shingles are damaged at the edge, reveal at the shingles is excessive and stagger at the starter row at the roof edge is also improper. This roof surface should be replaced and a new surface should be properly installed. A 3rd party roofing contractor should be contacted to evaluate and confirm.

Damaged shingles; excessive overhang.


Page 5 of 36



Summary (Continued)

Arrowed section proper overhang.

14. Repair: The roof shingles at the gable end over hangs have been over trimmed at the west side near the rear. At least 2" of overhang should be present to protect fascia boards and the roof decking. A standard repair would be to remove the edge shingles to match and re-cut the edge with proper overhang.

15. Repair: The downspouts should discharge water at least 10 feet from the house on soil graded away from the foundation. Storm water should be encouraged to flow away from the building at the point of discharge. This is a common contributor to water in crawl spaces and basements.

16. Repair: The gutters require cleaning to avoid spilling roof runoff around the building - a potential source of water entry or water damage.

EXTERIOR

17. Repair: Missing window screens should be installed. 18. Repair: Wood to soil contact at the decks should be eliminated to

extend the life of the wood at the stairs. It is noted the material is most likely exterior grade lumber but should be also rated for ground contact to be in continuous ground contact service. The stair stringers should also have bearing on a ledger or have framing hamper connections at the deck as well.

ELECTRICAL

Breaker handle moves in arrow direction when

tripped.

19. Safety: There is a bracket on the dishwasher electrical circuit breaker in the sub-panel that will not allow the breaker to trip during an over current event. This bracket is likely installed upside down and should be corrected. .


Page 6 of 36



Summary (Continued)20. Repair: An electrical outlet is loose at the rear exterior. It should be secured. 21. Repair: An electrical outlet cover screw is missing near the 1st level return vent wall switches. It should be installed. 22. Repair: Electrical outlet covers are missing in the attic. They should

be installed.

23. Repair: The lights are inoperative at the 2nd level bathroom,staircase sconces, rear deck, and master bathroom shower. The bulbs should be replaced. If the bulbs are not blown, the circuits should be investigated and be made operable.

24. Repair: The damaged light fixture should be replaced in the attic.

COOLING/HEAT PUMPS

25. Repair: The "05" in the serial number of the HVAC unit indicates the unit was manufactured in 2005; G054850745. The unit was manufactured by Tempstar which is an International Comfort Product unit. The manufacture date of the unit is confirmed to be 2005 at the internet web site www.buildingcenter.org/tempstar. This is not typical of a new construction house. There is an assumption that all materials and systems in a new construction home; are new. The provenance of the unit can be investigated through the manufacturer. Even if this unit sat in a warehouse for 9 years and was never used this is still considered unacceptable. The manufacturer's warrantee period may be near expiration or void. When the new home owner sells the home in 2-4 years as planned, his buyer's home inspection on the home will indicate that the HVAC system is 11 to 13 years of age. Furthermore; there was a mandated efficiency increase from 10 SEER to 13 SEER in 2006. This unit likely does not meet modern efficiency requirements. It is also noted the heat pump section of the unit was inoperable at the time of inspection as described in the next comment. A 3rd party licensed HVAC contractor should be contacted to evaluate and confirm. The HVAC system should be replaced.


Page 7 of 36



COOLING/HEAT PUMPS (Continued) ((Rating)) (continued)

26. Repair: The heat pump system was inoperative at the time of the inspection. The condenser fan did not operate. Heat was provided by the emergency coil heat only. A licensed HVAC technician should be contacted to evaluate and service the unit and repair as needed. It is suspected this unit was manufactured in 2005.

27. Repair: The dirty HVAC air filters should be replaced. 28. Repair: The heat pump support pad at the exterior is damaged and

should be replaced.

29. Repair:,Query: The HVAC unit air handler is located in the lower section of the home at grade. Cool conditioned air will have to be pushed to the 2nd level and into the attic ductwork during the summer cooling season. The 2nd level will likely be warm in the summer when the main level is comfortable. Possible repair strategies would include installation of supplemental cooling at the 2nd level (2nd HVAC system and ductwork with a reduced size system installed at the 1st level). Installation of a zoned system with a 2nd thermostat at the 2nd level would be a proper method of cooling this space with one unit as well. A 3rd party HVAC contractor should be contacted to evaluate the system and perform repairs as needed.


Page 8 of 36



Summary (Continued) Summary (Continued)PLUMBING

30. Repair: The waste piping main cleanout is inaccessible under the deck. This should be located in an accessible location.

31. Repair: The waste piping was observed to be leaking at the master shower and should be properly repaired. The piping leaving the trap is also improperly sloped and should be corrected as well.

Drip.

Uphill.

32. Repair: The water heater provided luke warm water only. The elements may need to be turned up. This should be corrected.

33. Repair: Mirror clips at the bathroom mirrors are distressed and appear to be overloaded. The mirrors should be preperly supported.

34. Repair: Missing grout at the master bathtub tile should be re-grouted to match. The bathtub should be caulk sealed to the tile and the damaged fiberglass should be repaired to match.


Page 9 of 36



PLUMBING (Continued) ((Rating)) (continued)

INTERIOR

35. Repair: Cosmetic issues identified by the buyer with blue tape should be addressed at the interior and exterior. 36. Repair: The 2nd level front bedroom closet lower hanging rod

should be leveled.

37. Repair: Missing grout in the floor tile should be installed at the 2nd level bathroom near the toilet. .

38. Repair: Interior doors should be undercut to have 1/2" clearance over finished floor surfaces to allow air passage to the HVAC return vent when the door is closed where not present.

39. Repair: Doors should be trimmed or adjusted as necessary to not contact the jamb at the master bathroom and 2nd level rear bedroom closet.


Page 10 of 36



Summary (Continued) Summary (Continued)40. Repair: The front 2nd level bedroom door latch is installed

backwards. This should be installed with the proper orientation. The missing screw in the latch should also be installed.

41. Repair: The door handset strike plate is missing and should be installed at the 2nd level bathroom. 42. Repair: The missing screw at the rear exterior door dead bolt lock should be installed. 43. Repair: Minor door damage around the 2nd level bathroom handset at the interior front vanity area should be repaired to

match. 44. Repair: The kitchen counter back splash should be sealed to the wall and to the counter. 45. Repair: A loose cabinet door hinge in the kitchen should be secured at the base cabinet left of the stove.

APPLIANCES

46. Safety: The stove anti tip bracket is missing and should be installed. 47. Repair: Debris in the kitchen waste disposer should be removed. 48. Repair: The refrigerator door has a notable dent present. This should be corrected. 49. Repair: The refrigerator door dispenser did not produce water or ice when the button was depressed. Proper operation of

the unit should be demonstrated.


Page 11 of 36



Table of Contents GENERAL INFORMATION 13

STRUCTURE 15

ROOFING 18

EXTERIOR 20

ELECTRICAL 21

HEATING 22

COOLING/HEAT PUMPS 23

INSULATION/VENTILATION 25

PLUMBING 26

INTERIOR 27

APPLIANCES 29

RADON TEST REPORT 30

CLIENT AGREEMENT 33

INVOICE 35

CREDIT CARD AUTHORIZATION 36


Page 12 of 36



GENERAL INFORMATIONInspector Name William Carlson Company Name Carlson Home Inspection

THE HOUSE IN PERSPECTIVE

This is a newly constructed townhouse. As with all homes, ongoing maintenance is required and improvements to the systems of the home will be needed over time. Building code references are from the 2006 International Code Council Residential Code and are indicated in bold italics. Building codes are written in such way that they are subject to reasonable interpretation with the intent to satisfy the "spirit" of the code. In addition, local municipalities may have amended requirements. R104.10 also allows for modification to the tenants of the code at the persons having jurisdiction discretion;, but deviations and amendments should be documented. Improvement items that are not code related from this report are related to general home safety or good building practice.

CONVENTIONS USED IN THIS REPORT

For your convenience, the following conventions have been used in this report.

Repair: Denotes a system or component which is missing or which needs corrective action to assure proper and reliable function. Improve: Denotes a discretionary improvement to a system; or a change to a system not required due to a change in building requirements;

or a system not prepared for inspection Monitor: Denotes a system or component needing further investigation and/or monitoring in order to determine if repairs are necessary. Query: Denotes a question to be asked of the seller or tradesperson or design professional. Note: Denotes information that is relevant to a sound understanding of the property. Safety: Denotes a condition that is unsafe and in need of prompt attention.

For the purpose of this report, it is assumed that the house faces North.

THE SCOPE OF THE INSPECTION

All components designated for inspection in the ASHI Standards of Practice are inspected, except as may be noted in the "Limitations of Inspection" sections within this report. The ASHI Standards of Practice can be found at the end of this report and are made part of the inspection. This inspection is visual only. A representative sample of building components is viewed in areas that are accessible at the time of the inspection only. No destructive testing or dismantling of building components is performed. Any leaks or prior leaks from water entering the exterior envelope of the home or from plumbing or any other source may include the presence; visible or not-visible, of mold. Determination of mold is outside the scope of this inspection. It is the goal of the inspection to put a homebuyer in a better position to make a buying decision. Not all improvements will be identified during this inspection. Unexpected repairs should still be anticipated. The inspection should not be considered a guarantee or warranty of any kind.

WEATHER CONDITIONS

Partly cloudy weather conditions prevailed at the time of the inspection. The Estimated outside temperature was approx. 55 degrees F. Partly cloudy weather has been experienced in the days leading up to the inspection.


Page 13 of 36



GENERAL INFORMATION (Continued)Please refer to the ASHI Standards of Practice, The State of Tennessee Division of Regulatory Boards Rule # 0780-5-12-.10 Standards of Practice, and the Inspection Authorization and Agreement for a full explanation of the scope of the inspection.


Page 14 of 36



STRUCTURE

DESCRIPTION OF STRUCTURE

Foundation: Concrete Block Columns: Wood (front porch) Floor Structure: Wood Joists Sub-Floor: Wafer-Board Structural Panel Wall Structure: Wood Frame Ceiling Structure: Joist Roof Structure: Rafters

STRUCTURE OBSERVATIONS

General Structural Comments: Significant evidence of movement within the building was not observed suggesting stability.

RECOMMENDATIONS / OBSERVATIONS

Foundations Observations? : Repair:, Query: The foundation sill is unsupported over the HVAC system foundation opening for the ductwork. Multiple

floor joists bear over this location which is improper. Proper supplemental support is likely required to support the sill and floor joists. A licensed structural engineer should be contacted to review this issue and the other structural issues listed below (1-7; 11,12) and approve these configurations in writing or repairs should be specified. Any repairs required should be performed by a licensed structural contractor.

Repair:, Query: There is a section along the rear of the house where 1/2 block sections were installed. These likely require replacement with full blocks.

Repair:, Query: Foundation anchors are required to be installed on both sides of a sill splice within 12". There is at least one location where anchor bolts are missing. This will likely require correction and all sill splices will need to be checked and addressed as needed. From the 2006 International Residential Code (IRC); R403.1.6 Foundation anchorage. When braced wall panels are supported directly on continuous foundations, the wall wood sill plate or cold-formed steel bottom track shall be anchored to the foundation in accordance with this section. The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the foundation with anchor bolts spaced a maximum of 6 feet (1829 mm) on center. There shall be a minimum of two bolts per plate section with one bolt located not more than 12 inches (305 mm) or less than seven bolt diameters from each end of the plate section.

Monitor: The proximity of the tree could influence the foundation over time. Evidence of influence was not observed at this time. Removal of the tree should be considered. It is noted that if the tree roots are actively supporting the foundation at the time of removal, foundation re-support may also be needed as the roots decay over time.

Columns :


Page 15 of 36



STRUCTURE (Continued)Repair:, Query: The flooring structure girder is supported by masonry piers with poured concrete footings visible from the

crawl space. The top blocks of the piers are hollow which is improper. The pier caps should be of solid block or solidly grouted hollow block to maximize girder bearing area and stability. It is also noted two of the piers are currently not in active support as the 2X shim lumber can be moved by hand at these piers, From the 2006 International Residential Code (IRC); R606.6.1 Pier cap. Hollow piers shall be capped with 4 inches (102 mm) of solid masonry or concrete or shall have cavities of the top course filled with concrete or grout or other approved methods. A licensed structural engineer should be contacted to review and approve this configuration in writing or specify a repair. Any repairs required should be performed by a licensed structural contractor.

Roof : Repair:, Query: Braced purlins are present in the attic to reduce the rafter span to an acceptable length. The installation of

the purlin and bracing is improper and distress was also observed in the bracing members and connections. The maximum spans between purlin braces is 4' which has been significantly exceeded. It is also suspected that some or all of the braces bear directly on the ceiling framing and do not bear directly on load bearing walls at the level below as required. The braces also are missing the stiffener section for the majority of the length. Correction is likely required. From the 2006 International Residential Code; R802.5.1 Purlins. Installation of purlins to reduce the span of rafters is permitted as shown in Figure R802.5.1. Purlins shall be sized no less than the required size of the rafters that they support. Purlins shall be continuous and shall be supported by 2-inch by 4-inch (51 mm by 102 mm) braces installed to bearing walls at a slope not less than 45 degrees from the horizontal. The braces shall be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces shall not exceed 8 feet (2438 mm).

Repair:, Query: The exhaust roof ventilation visible in the attic is provided by a ridge vent. The roof decking below a ridge vent should be cut back 2" on both sides of the ridge board to allow hot air to escape from the attic but must also support the ridge vent material and cap shingles. In this case, the decking has been cut back approx. 6" on each side and the stability of the ridge vent and cap shingles is suspect. This could lead to leakage over time. This will likely require correction.

Crawl Space / Basement : Repair: The hole in the crawl space soil at the front at the water supply entry should be back filled. Repair: There is evidence of active moisture in the crawl space indicated by damp soil at the perimeter at the rear and a

puddle of water at the HVAC unit entrance area. This condition may vary seasonally and/or with precipitation intensity. Roof and lot drainage repairs or improvements should be addressed as a first step to controlling water in the crawl space (see "Exterior" and "Roofing: Gutters" sections). This condition should then be monitored to determine if positive drainage measures are needed. Consideration should be given to consultation with a drainage specialist.

Repair:, Query: Dark staining was observed on the flooring structure. It is suspected the framing structure was not completely dried in for a period of time. Dark area possibly could have evidence of mold/mildew present. An Indoor Air Quality Association (IAQA) certified contractor should be contacted to evaluate and perform a proper remediation as needed. Determination of mold/mildew is outside the scope of this inspection.

Ancillary Structures :


Page 16 of 36



STRUCTURE (Continued)Repair:, Query: The front and rear decks should be secured to the house rim joist with a continuous ledger installed at the

exterior with 1/2" lag bolts in alternating joist bays. The floor joists are toe nailed directly into the siding trim only at the rears deck. No continuous ledger is present. A properly bolted ledger should be present at both decks. The deck posts should also be secured to the rim joist with 1/2" lag bolts. The post connections are currently nailed only. Nails are subject to withdraw over time. This will likely require correction. From the 2006 international Residential Code (IRC); R502.2.2 Decks. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self supporting. For decks with cantilevered framing members, connections to exterior walls or other framing members, shall be designed and constructed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck.

Repair: The deck joists should bear on a ledger or should be mounted to the rim joist/deck ledger with framing hangers. This likely requires correction. From the 2006 International Residential Code (IRC); R502.6.2 Joist framing. Joists framing into the side of a wood girder shall be supported by approved framing anchors or on ledger strips not less than nominal 2 inches by 2 inches (51 mm by 51 mm).

LIMITATIONS OF STRUCTURE INSPECTION

Assessing the structural integrity of a building is beyond the scope of a standard home inspection. A certified licensed structural Professional Engineer (P.E.) is recommended where there are structural concerns about the building.

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Structural components concealed behind finished surfaces could not be inspected. * Only a representative sampling of visible structural components were inspected. * Furniture and/or storage restricted access to some structural components. * Engineering or architectural services such as calculation of structural capacities, adequacy, or integrity are not part of a home inspection

Please refer to the ASHI Standards of Practice, The State of Tennessee Division of Regulatory Boards Rule # 0780-5-12-.10 Standards of Practice, and the Inspection Authorization and Agreement for a full explanation of the scope of the inspection.


Page 17 of 36



ROOFING

DESCRIPTION OF ROOFING

Sloped Roof Covering: Asphalt/Composite Shingles Approximate Age (Yrs): 1 # of Layers: 1 Flat Roof Covering: N/A Approximate Age (Yrs): N/A Roof Flashings: Metal Chimneys: None Gutters and Downspouts: Aluminum , Downspouts discharge above grade Skylights: None Method of Inspection: Walked on roof, Viewed with binoculars

ROOFING OBSERVATIONS

General Roofing Comments: The roof coverings are considered to be in generally good condition. The front porch roof surface has been improperly installed.


Sloped Roofing : Repair: The front porch roof installation is improper. The shingle overhang is excessive and will cause debris to not pass

in the gutter, shingles are damaged at the edge, reveal at the shingles is excessive and stagger at the starter row at the roof edge is also improper. This roof surface should be replaced and a new surface should be properly installed. A 3rd party roofing contractor should be contacted to evaluate and confirm.

Repair: The roof shingles at the gable end over hangs have been over trimmed at the west side near the rear. At least 2" of overhang should be present to protect fascia boards and the roof decking. A standard repair would be to remove the edge shingles to match and re-cut the edge with proper overhang.

Mechanically damaged shingles at the rear porch (10 approx.) should be replaced to match. Gutter and Downspout :

Repair: The downspouts should discharge water at least 10 feet from the house on soil graded away from the foundation. Storm water should be encouraged to flow away from the building at the point of discharge. This is a common contributor to water in crawl spaces and basements.

Repair: The gutters require cleaning to avoid spilling roof runoff around the building - a potential source of water entry or water damage.


Page 18 of 36



ROOFING (Continued) LIMITATIONS OF ROOFING INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Not all of the underside of the roof sheathing is inspected for evidence of leaks. * Evidence of prior leaks may be disguised by interior finishes. * Estimates of remaining roof life are approximations only and do not preclude the possibility of leakage. Leakage can develop at any time and may depend on rain intensity, wind direction, ice build up, and other factors. * Antennae, chimney/flue interiors which are not readily accessible are not inspected and could require repair. * Roof inspection may be limited by access, condition, weather, or other safety concerns.



Page 19 of 36



EXTERIOR

DESCRIPTION OF EXTERIOR

Wall Covering: Hardboard Siding Eaves, Soffits, an Fascias: Wood Exterior Doors: Solid Wood Window/Door Frames and Trim: Wood Overhead Garage Doors: None Entry Driveways: Concrete Entry Walkway and Patios: Concrete Porches, Decks, Steps, Railings: Concrete, Wood Lot Slope: Slopes: North to South Retaining Walls: None Fence: None

EXTERIOR OBSERVATIONS

General Exterior Comments: The exterior of the home is in generally good condition with normal maintenance required.


Windows / Doors : Repair: Missing window screens should be installed.

Deck : Repair: Wood to soil contact at the decks should be eliminated to extend the life of the wood at the stairs. It is noted the

material is most likely exterior grade lumber but should be also rated for ground contact to be in continuous ground contact service. The stair stringers should also have bearing on a ledger or have framing hamper connections at the deck as well.

LIMITATIONS OF EXTERIOR INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * A representative sample of exterior components was inspected rather than every occurrence of components. * The inspection does not include an assessment of geological, geotechnical, or hydrological conditions, or environmental hazards. * Screening, shutters, awnings, or similar seasonal accessories, fences, recreational facilities, outbuildings, seawalls, breakwalls, docks, erosion control and earth stabilization measures are not inspected unless specifically agreed-upon and documented in this report.



Page 20 of 36



ELECTRICAL

DESCRIPTION OF EXTERIOR

Size of Electrical Service: 120/240 Volt Main Service - Service Size: 200 Amp Service Drop: Overhead Earth Ground: Ground Rod, Ground Rod not visible Main Disconnects: Main Service Rating 200 Amps, Breakers, Located: West Exterior Sub-Panels: Panel Disconnect Rating: 100 Amps, Breakers, Located: Hall Distribution Wiring: Non-Metallic Cable "Romex" Switches and Receptacles: Grounded Ground Fault Circuit Interrupt(s): Kitchen Counters, Bathrooms, Garage, Exterior, Electrical Panel (ARC) Smoke Dectectors: Hallways, Bedrooms, 1st Level, 2nd Level

EXTERIOR OBSERVATIONS

General Electrical Comments: Inspection of the electrical system revealed the need for repairs, as is typical of most homes. A licensed electrician should be consulted to undertake the improvements recommended below.


Sub Panel : Safety: There is a bracket on the dishwasher electrical circuit breaker in the sub-panel that will not allow the breaker to

trip during an over current event. This bracket is likely installed upside down and should be corrected. .

Outlets : Repair: An electrical outlet is loose at the rear exterior. It should be secured. Repair: An electrical outlet cover screw is missing near the 1st level return vent wall switches. It should be installed. Repair: Electrical outlet covers are missing in the attic. They should be installed.

Lights : Repair: The lights are inoperative at the 2nd level bathroom,staircase sconces, rear deck, and master bathroom shower.

The bulbs should be replaced. If the bulbs are not blown, the circuits should be investigated and be made operable.

Repair: The damaged light fixture should be replaced in the attic.

LIMITATIONS OF ELECTRICAL INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Electrical components concealed behind finished surfaces are not inspected. * Only a representative sampling of outlets and light fixtures were tested. * Furniture and/or storage restricted access to some electrical components which may not be inspected. * The inspection does not include remote control devices, alarm systems and components, low voltage wiring, systems, and components, ancillary wiring, systems, and other components which are not part of the primary electrical power distribution system.



Page 21 of 36



HEATING

DESCRIPTION OF HEATING

Energy Source: Electric (2nd Stage Resistance Htr Assoc. w/ Heat Pump) Heating System Type: Forced Air Vents, Flues, Chimneys: None Heat Distribution Methods: Ductwork

System Manufacturer: Whole home , Tempstar System Description: Model #: PH5548AKA6 , Serial #: G054850745 Temperature Rise: 24 (Deg. F), Manufacture Date: 2005

HEATING OBSERVATIONS

General Heating Comments: The heating system operated in coil mode only. The heat pump was inoperable.


LIMITATIONS OF HEATING INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * The inspection of the heating system is general and not technically exhaustive. A detailed evaluation of the furnace heat exchanger is beyond the scope of this inspection. * The adequacy of heat supply or distribution balance is not inspected. * The interior of flues or chimneys which are not readily accessible are not inspected. * The furnace heat exchanger, humidifier, or dehumidifier, and electronic air filters are not inspected. * Solar space heating equipment/systems are not inspected.



Page 22 of 36



COOLING/HEAT PUMPS

DESCRIPTION OF COOLING/HEAT PUMPS

Energy Source: Electricity

Area Serviced: Whole home , Air Source Heat Pump System Manufacturer: Tempstar , Manufacture Date: 2005 System Description: Model #: PH5548AKA6 , Serial #: G054850745 Temperature Rise / Drop: 0 / N/A (Deg. F)

COOLING/HEAT PUMP OBSERVATIONS

General Cooling/Heat Pump Comments: The ambient temperature was too low to operate the heat pump in cool mode.


Heat Pumps : Repair: The "05" in the serial number of the HVAC unit indicates the unit was manufactured in 2005; G054850745. The

unit was manufactured by Tempstar which is an International Comfort Product unit. The manufacture date of the unit is confirmed to be 2005 at the internet web site www.buildingcenter.org/tempstar. This is not typical of a new construction house. There is an assumption that all materials and systems in a new construction home; are new. The provenance of the unit can be investigated through the manufacturer. Even if this unit sat in a warehouse for 9 years and was never used this is still considered unacceptable. The manufacturer's warrantee period may be near expiration or void. When the new home owner sells the home in 2-4 years as planned, his buyer's home inspection on the home will indicate that the HVAC system is 11 to 13 years of age. Furthermore; there was a mandated efficiency increase from 10 SEER to 13 SEER in 2006. This unit likely does not meet modern efficiency requirements. It is also noted the heat pump section of the unit was inoperable at the time of inspection as described in the next comment. A 3rd party licensed HVAC contractor should be contacted to evaluate and confirm. The HVAC system should be replaced.

Repair: The heat pump system was inoperative at the time of the inspection. The condenser fan did not operate. Heat was provided by the emergency coil heat only. A licensed HVAC technician should be contacted to evaluate and service the unit and repair as needed. It is suspected this unit was manufactured in 2005.

Repair: The dirty HVAC air filters should be replaced. Repair: The heat pump support pad at the exterior is damaged and should be replaced.

Supply Air Ductwork : Repair:, Query: The HVAC unit air handler is located in the lower section of the home at grade. Cool conditioned air will

have to be pushed to the 2nd level and into the attic ductwork during the summer cooling season. The 2nd level will likely be warm in the summer when the main level is comfortable. Possible repair strategies would include installation of supplemental cooling at the 2nd level (2nd HVAC system and ductwork with a reduced size system installed at the 1st level). Installation of a zoned system with a 2nd thermostat at the 2nd level would be a proper method of cooling this space with one unit as well. A 3rd party HVAC contractor should be contacted to evaluate the system and perform repairs as needed.


Page 23 of 36



COOLING/HEAT PUMPS (Continued) LIMITATIONS OF COOLING/HEAT PUMPS INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Window mounted air conditioning units are not inspected. * The cooling supply adequacy or distribution balance are not inspected.



Page 24 of 36



INSULATION/VENTILATION

DESCRIPTION OF INSULATION/VENTILATION

Attic Insulation: 14 inches of loose insulation (Approx.). Exterior Wall Insulation: Not Visible Crawl Space Insulation: R19 in Joist Bays Moisture Barriers: Plastic Roof Ventilation: Ridge Vents, Soffit Vents Crawl Space Ventilation: Exterior Wall Vents

INSULATION/VENTILATION OBSERVATIONS

General Insulation/Ventilation Comments: The insulation levels are typical for a home of this age.


LIMITATIONS OF INSULATION/VENTILATION INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Insulation/ventilation type and levels in concealed areas are not inspected. Insulation and vapor barriers are not disturbed and no destructive tests (such as cutting openings in walls to look for insulation) are performed. * Potentially hazardous materials such as Asbestos and Urea Formaldehyde Foam Insulation (UFFI) cannot be positively identified without a detailed inspection and laboratory analysis. This is beyond the scope of the inspection. * An analysis of indoor air quality is not part of our inspection. * Any estimates of insulation R values or depths are rough average values.



Page 25 of 36



PLUMBING

DESCRIPTION OF PLUMBING

Water Supply Source: Public Water Supply Service Pipe to House: Pex Main Water Valve Location: At Water Heater Interior Supply Piping: Pex Waste System: Public Drain, Waste, & Vent Piping: Plastic Gas Shut Off Location: None

Water Heater Manufacturer: Rheem , Manufacture Date: 2013 System Description: Model #: 82MV522 , Serial #: RHQ361304300 Capacity and Fuel: 50 (approx. gallons), Electric

PLUMBING OBSERVATIONS

General Plumbing Comments: The plumbing system is in generally good condition.


Waste / Vent : Repair: The waste piping main cleanout is inaccessible under the deck. This should be located in an accessible location. Repair: The waste piping was observed to be leaking at the master shower and should be properly repaired. The piping

leaving the trap is also improperly sloped and should be corrected as well. Water Heater Unit :

Repair: The water heater provided luke warm water only. The elements may need to be turned up. This should be corrected.

Fixtures : Repair: Mirror clips at the bathroom mirrors are distressed and appear to be overloaded. The mirrors should be preperly

supported. Repair: Missing grout at the master bathtub tile should be re-grouted to match. The bathtub should be caulk sealed to the

tile and the damaged fiberglass should be repaired to match.

LIMITATIONS OF PLUMBING INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Portions of the plumbing system concealed by finishes and/or storage (below sinks, etc.), below the structure, or beneath the ground surface are not inspected. * Water quantity and water quality are not tested unless explicitly contracted-for and discussed in this or a separate report. * Clothes washing machine connections are not inspected. * Interiors of flues or chimneys which are not readily accessible are not inspected. * Water conditioning systems, solar water heaters, fire and lawn sprinkler systems, and private waste disposal systems are not inspected unless explicitly contracted-for and discussed in this or a separate report.



Page 26 of 36



INTERIOR

DESCRIPTION OF INTERIOR

Wall and Ceiling Materials: Drywall Floor Surfaces: Carpet, Wood, Tile Window Type(s) & Glazing: Double/Single Hung Door: Wood-Hollow Core Fireplaces: None

INTERIOR OBSERVATIONS

General Interior Comments: The interior was in a maintained condition.


Wall / Ceiling Finishes : Repair: Cosmetic issues identified by the buyer with blue tape should be addressed at the interior and exterior. Repair: The 2nd level front bedroom closet lower hanging rod should be leveled.

Floors : Repair: Missing grout in the floor tile should be installed at the 2nd level bathroom near the toilet.

. Doors :

Repair: Interior doors should be undercut to have 1/2" clearance over finished floor surfaces to allow air passage to the HVAC return vent when the door is closed where not present.

Repair: Doors should be trimmed or adjusted as necessary to not contact the jamb at the master bathroom and 2nd level rear bedroom closet.

Repair: The front 2nd level bedroom door latch is installed backwards. This should be installed with the proper orientation. The missing screw in the latch should also be installed.

Repair: The door handset strike plate is missing and should be installed at the 2nd level bathroom. Repair: The missing screw at the rear exterior door dead bolt lock should be installed. Repair: Minor door damage around the 2nd level bathroom handset at the interior front vanity area should be repaired to

match. Counters :

Repair: The kitchen counter back splash should be sealed to the wall and to the counter. Kitchen Cabinets :

Repair: A loose cabinet door hinge in the kitchen should be secured at the base cabinet left of the stove.


Page 27 of 36



INTERIOR (Continued) LIMITATIONS OF INTERIOR INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Furniture, storage, appliances and/or wall hangings are not moved to permit inspection and may block defects. * Carpeting, window treatments, central vacuum systems, household appliances, recreational facilities, paint, wallpaper, and other finish treatments are not inspected. Assessing the quality and condition of interior finishes is highly subjective. Issues such as cleanliness, cosmetic flaws, quality of materials, architectural appeal and color are outside the scope of this inspection. Comments will be general, except where functional concerns exist. No comment is offered on the extent of cosmetic repairs that may be needed after removal of existing wall hangings and furniture.



Page 28 of 36



APPLIANCES

DESCRIPTION OF APPLIANCES

Appliances Tested: Electric Range, Microwave Oven, Dishwasher, Waste Disposer, Refrigerator

Laundry Facility: 240 Volt Circuit for Dryer, Dryer Vented to Building Exterior, 120 Volt Circuit for Washer, Hot and Cold Water Supply for Washer, Waste Standpipe for Washer

APPLIANCES OBSERVATIONS

General Appliance Comments: The appliances inspected operated properly.


Electric Range : Safety: The stove anti tip bracket is missing and should be installed. Repair: Debris in the kitchen waste disposer should be removed.

Refrigerator : Repair: The refrigerator door has a notable dent present. This should be corrected. Repair: The refrigerator door dispenser did not produce water or ice when the button was depressed. Proper operation of

the unit should be demonstrated.

LIMITATIONS OF APPLIANCES INSPECTION

As we have discussed and as described in your inspection contract, this is a visual inspection limited in scope by (but not restricted to) the following conditions: * Thermostats, timers and other specialized features and controls are not tested. * 220 volt clothes dryer outlets are inspected visually only. * The temperature calibration, functionality of timers, effectiveness, efficiency and overall performance of appliances is outside the scope of this inspection. Appliances are tested by turning them on for a short period of time only. It is strongly recommended that a Homeowners Warranty or service contract be purchased to cover the operation of appliances. It is further recommended that appliances be tested during any scheduled pre-closing walk through. Like any mechanical device, appliances can malfunction at any time (including the day after taking possession of the house).



Page 29 of 36



RADON TEST REPORT

GENERAL INFORMATION

TEST COMPLETE: The Radon Test was preformed to protocol as defined by EPA 402-R-92-003.

INSPECTION INFORMATION

Device(s) Name: FemtotechCRM 510 Device Serial Number(s): CRM 5105109 Device Type: Continuous Monitor Number Of Devices Used: 1

TEST CONDITIONS

Foundation Type: Crawl Space Foundation Material: Concrete Block Basement Living Area: No Below Floor Ventilation: Vented to Exterior Test Area: Vacant Test Location: 1st Floor Test Area Closed Prior To Test? Yes Time Test Area Closed: At Least 12 Hours

WEATHER CONDITIONS AT TIME OF MONITOR PLACEMENT

Wind: Light Rain: Light Humidity: Average

TEST RESULTS

Date / Time Placed: 3/18/14 4:00 PM Date / Time Removed: 3/20/14 4:00PM Time In Place: 48 - 60 Hours AVERAGE RADON LEVEL: .9 pCi/L (Picocuries of Radon Per Liter of Air)

EPA RADON RISK INFORMATION

The U.S. Environmental Protection Agency (EPA) and the Surgeon General Strongly recommend taking further action when the homes radon test results are 4.0 pCi/L or greater. The concentration of radon in the home is measured in picocuries per liter of air (pCi/L). Radon levels less than 4.0 pCi/L still pose some risk and in many cases may be reduced. If the radon level in your home is between 2.0 and 4.0 pCi/L, EPA recommends that you consider fixing your home. The national average indoor radon level is about 1.3 pCi/L. The Average outdoor radon concentration is 0.4 pCi/L. The higher a homes radon level, the greater the health risk to you and your family. Smokers and former smokers are at especially high risk. There are straightforward ways to fix a homes radon problem that are not too costly. Even homes with very high levels can be reduced to below 4.0 pCi/L. EPA recommends that you use an EPA or State-approved contractor trained to fix radon problems.


Page 30 of 36



RADON TEST REPORT (Continued)

WHAT DO RADON TEST RESULTS MEAN?

If your radon level is below 4 pCi/L , you do not need to take action.

If your radon level is 4 pCi/L or greater , use the following charts to determine what your test results mean. Depending upon the type of test(s) you took, you will have to either test again or fix the home.

NOTE: All tests should meet EPA technical protocols.

Chart 1: Radon Test Conducted Outside Real Estate Transaction

TYPE OF TEST(S) || IF RADON LEVEL IS 4.0pC/L OR GREATER

Single Short Term Test || Test Again*

Average of Short-Term Tests || Fix the Home

One Long-Term Test || Fix The House

* If your first short term test is several times greater than 4.0pC/L - for example, about 10.0pCi/L or higher - you should take a second short-term test immediately .

Chart 2: Radon Test Conducted During a Real Estate Transaction (Buying or Selling a Home)

TYPE OF TEST(S) || IF RADON LEVEL IS 4.0pC/L OR GREATER

Single Active Short Term Test || Fix the Home (this test requires a machine) ||

Average of 2 Passive Short Term Tests* || Fix the Home (these tests do not require machines) ||

One Long-Term Test || Fix The House

*Use two passive short-term tests and average the results.

WHAT SHOULD I DO AFTER TESTING?

If your radon level is 4.0 pCi/L or greater, you can call your State radon office to obtain more information, including a list of EPA or State-approved radon contractors who can fix or can help you develop a plan for fixing the radon problem. Reduction methods can be as simple as sealing cracks in floors and walls or as complex as installing systems that use pipes and fans to draw radon out of the building. EPA has a National Radon Program to inform the public about radon risks, train radon mitigation contractors, provide grants for state radon programs, and develop standards for radon-resistant buildings. EPA works with health organizations, state radon programs, and other federal agencies to make the program as effective as possible.

For more information about radon, its risks and what you can do to protect yourself, call 1-800-SOS-RADON and request a free copy of EPA's A Citizen's Guide to Radon. You may also call the Radon Fix-It Line at 1-800-644-6999 between noon and 8pm Monday through Friday, EST/EDT, for information and assistance. This toll-free line is operated by Consumer Federation of America, a nonprofit consumer organization.


Page 31 of 36



RADON TEST REPORT (Continued)

Actual Radon Data


Page 32 of 36



BUILDING INSPECTION AUTHORIZATION AND AGREEMENT

Parties: The parties to this Building Inspection Authorization and Agreement are: Carlson Inspection LLC dba Carlson Home Inspection Services, (hereinafter referred to as Inspector) L. Piggie II (hereinafter referred to as client).

AGREEMENT: Inspector agrees to prepare an Inspection Report meeting the Standards of Practice of the American Society of Home Inspectors ("ASHI"). A copy of those Standards of Practice is attached and incorporated into this Agreement. The Inspection Report is to be prepared for the sole and exclusive use of Client and Client's agent. Anyone executing this agreement on behalf of Client certifies that he/she is duly authorized by the Client to do so and will deliver to Client the Inspection Report and a copy of this agreement.

SUBJECT: (Address, City, State, Zip) 1234 Your Road Nashville, TN 37209 inspection shall be conducted on or about date February 29, 2014 for a fee of $375.00 + $0.00 .

If you choose, a continuous monitoring radon test could also be performed for a fee of $120.00 per unit. The total fee for the visual inspection, as well as radon test is $495.00. Client ________ (initial) has chosen or _____ (initial) has not chosen radon testing.

SCOPE OF INSPECTION: The inspection of the subject property shall be performed by Inspector for the Client in accordance with the Standards of Practice. The purpose of the inspection is to identify and disclose to the Client major deficiencies and defects of the systems and components of the subject property, which are visually observable at the time of the inspection. The Inspection Report contains information that may or may not be mentioned or discussed during any verbal discussion of the findings of the Inspector. It is agreed that no claim shall be made against Inspector for any verbal representations, which are inconsistent with or not contained in the Inspection Report.

LIMITATIONS OF THE INSPECTION: The inspection is limited to readily accessible and visible major systems, components, and equipment located in and attached to the premises. Any area which is not exposed to view, is concealed, or is inaccessible because of soil, wall coverings, floor coverings, ceiling coverings, rugs, carpets, furnishings, snow or ice, or other materials is not to be considered part of this inspection. Weather limitations may affect the extent to which the Inspector may inspect the property, especially in connection with the heating and air conditioning systems. This inspection is not considered to be an expressed or implied guarantee or warranty of any kind regarding the condition of the property, its systems or components. Further limitations described in the report also apply.

INSPECTION EXCLUSIONS: The following items are excluded from any inspection performed by Inspector on the subject property:

1. Hidden or latent defects; 2. The presence of pests, termites, wood damaging organisms, rodents, or insects; 3. Detached buildings, fencing, swimming pools, spas, underground plumbing and sprinklers, water softeners/purifiers, and other components or structures not attached to the premises, unless specifically agreed upon in writing by both parties; 4. Testing for the presence of asbestos, radon gas, lead paint, urea formaldehyde, soil contamination, potentially dangerous chemical substances, mold, mildew, algae, bacteria, air quality, water quality or other potential environmental hazards; 5. Building code or zoning ordinance compliance or violation; 6. The adequacy of any design or installation process of any system, component or other feature of the property. 7. Structural stability, engineering analysis, geological stability or soil conditions; 8. A prediction of future conditions or life expectancy of systems or components; 9. The causes of the need for a repair, or the methods, materials and costs of a repair; 10. The marketability or market value of the property, or the advisability or inadvisability of purchase of the property; 11. Any item excluded in the report; 12. The internal conditions of air conditioning and heating systems or the adequacy of air flow, duct work and insulation; 13. Furnace heat exchangers, fireplaces, chimneys or flues; 14. Radio or remote controlled devices, alarms, garage door openers, automatic gates, elevators, thermostatic timer controls or dumbwaiters. 15. The insurability of the property; 16. The grading of soil or the potential for flooding or holding standing water.

PLEASE READ THE REPORT CAREFULLY! IT WILL CONTAIN OTHER LIMITATIONS ON THE INSPECTION AS ENCOUNTERED BY THE INSPECTOR.

NOTICE REQUIREMENTS: Client agrees that any claim alleging Inspector's failure to accurately report a visually observable


Page 33 of 36



NOTICE REQUIREMENTS: (continued)defective condition of the subject property shall be made in writing and delivered to the Inspector within ten (10) business days of discovery. Client further agrees that, with the exception of emergency conditions, neither Client, nor anyone acting on Client's behalf, will make alterations, modifications, or repairs to the subject of the claim prior to a re-inspection by the Inspector. Inspector agrees to re-inspect the alleged condition within 72 hours of receipt of written notice by Client, exclusive of weekends and holidays. Client further agrees and understands that any failure to notify the Inspector as set forth above, shall constitute a waiver of any and all claims for said failure to accurately report the condition.

LIMITATION OF LIABILITY: The liability of Inspector (its principals, agents, employees, successors in interest, or affiliates) for errors and omissions in the inspection and report is limited to a refund to the client of the fee paid for the inspection and report. Client assumes the risk of all losses greater than the fee paid for the inspection and report. Client agrees and understands that this inspection is not a home warranty, guarantee, insurance policy, or substitute for real estate transfer disclosures which may be required by law. Neither Inspector, nor its agents, principals, or employees, shall be liable for any repairs or replacement of any components, systems, structure of the property or the contents therein, either during or after the inspection. Client agrees and understands that, for the purposes of this inspection, Inspector is not acting as a professional engineer, or plumbing, electrical, HVAC, or other contractor. Any recommendation made by Inspector to Client to engage the services of any of the above referenced specialized contractors or engineers for the purposes of inspecting, cleaning, servicing and/or evaluating a specific system, component, and/or structure of the subject property, shall relieve Inspector from any liability to Client for the inspection and report of those components, systems, or structures.

ARBITRATION: Any dispute arising out of the inspection, report or the interpretation of this agreement, except for non-payment of the inspection fee, shall be resolved in accordance with the Rules of the American Arbitration Association. The parties shall select a mutually agreed upon arbitrator from a list to be provided by the American Arbitration Association. Such selection shall be binding upon the parties. The prevailing party shall be awarded all arbitration costs.

ATTORNEYS FEES: In the event that Client files suit in any civil court alleging claims arising out of this agreement or the services performed hereunder, Client agrees to pay to Inspector, all costs, expenses, and attorneys fees incurred by Inspector, his agents, employees, or insurers in the defense of such suit. This section shall not apply to arbitration proceedings unless the arbitrator finds that the claim brought by Client is without merit and the Client has been given written notice of the claim's lack of merit prior to the proceedings.

SEVERABILITY: Client and Inspector agree that should a court of competent jurisdiction determine and declare that any portion of this contract is void, void able, or unenforceable, the remaining provisions and portions shall remain in full force and effect.

The undersigned have read this agreement and understand and accept the terms and conditions thereof, whether executed prior or subsequent to the Home Inspection.

Carlson Inspection LLC dba Carlson Home Inspection Services

Signed By:

______________________________________ Dated : February 29 , 2014 Bill Carlson, President (Inspector)

Signed By: X

______________________________________ Dated : February 29 , 2014 L. Piggie II or Authorized Agent

________________________________________________ Print Name and Relationship of Authorized Agent

INITIALS X____________ Client has executed this agreement subsequent to the Home Inspection and by affixing his or her Initials hereby agrees to be bound by the terms and conditions of this Building Inspection Agreement and Authorization and has received a copy of the ASHI Standards of Practice.


Page 34 of 36



INVOICE

Carlson Inspecttion LLC dba Carlson Home Inspection Services

Nashville, TN 37206 615-228-4443

REPORT NO: 14Y0229

WORK DATE: February 29, 2014

INVOICE DATE: 2/29/14

SOLD TO: PROPERTY LOCATION: L. Piggie II Nashville, TN 37209 [email protected] 1234 Your Road 615-555-5555

DESCRIPTION AMOUNT

Inspection Fee $375.00

Radon Fee $120.00

Additional Fees $0.00

Total Fees $495.00

PAYMENT INFORMATION AMOUNT

Payment Date: 2/29/14 Payment Method: Credit/Debit Payment Amount $495.00

Card Type: Master Card Card Number: 5555 Method Processed: Swiped

BALANCE DUE $0

Thank you for your business! Payment of this invoice is due upon receipt.


Page 35 of 36



CREDIT CARD AUTHORIZATION

Carlson Inspecttion LLC dba Carlson Home Inspection Services

Nashville, TN 37206 615-228-4443

REPORT NO: 14Y0229

INSPECTION DATE: February 29, 2014

INVOICE DATE: 2/29/14

Client Info: INSPECTION LOCATION: L. Piggie II Nashville, TN 37209 [email protected] 1234 Your Road 615-555-5555

INSTRUCTIONS

Please complete the entire form. Fill out the form and sign the authorization section below. Scan and e-mail it back to [email protected]. If you will be present at the inspection, payment can also be made by check or cash in which case this form is not required. If you have any questions, please contact us at (615) 228-4443.

ACCOUNT INFORMATION

Name On Card: Billing Zip Code:

Email for receipt: Phone Number:

Card Number: Code on Back of Card:

Expiration Date: Card Type:

Charge Amount (see invoice for explanation of fees): $0

AUTHORIZATION

I hereby authorize Carlson Home Inspection Services, to charge to my credit card account (account information above) one time only; for the home inspection stated above. I have read and understand the terms and conditions as stated above. The signature below is the authorized signature of the holder of the credit card account.

Authorized Signature: Date:

Thank you for your business!


Page 36 of 36



home inspection report...home inspection report 1234 your road nashville, tn 37209 inspection date:...

Documents