Building Inspection Report

Similar documents
Property Condition Assessment

SAMPLE REPORT. January 1, 20XX. Mr. John Smith Company ABC Commercial Street City, British Columbia V0V 1X1. Dear Mr. Smith:

Inspection Report. Prepared for: Gil Turiel. Property Address: 545 Briar Run Court Loganville, GA Date: July 17, 2011

Inspection Report. Prepared for: Yossi Berg. Property Address: 4925 Diggers Way Sugar Hill, GA. Date: July 20, 2011

HOME INSPECTION REPORT Prarie Circle

Inspection Report. Prepared for: Tonia Mann. Property Address: 2557 Briar Valley Way Dacula, GA Date: March 01, 2012

National Property Inspections

Inspection Report. Property Address:

National Property Inspections

GROUNDS Grading General Grading, slope and drainage: Satisfactory N/A See Notes. Grading and slope at house wall

Toronto Community Housing Executive Summary 2016/2017. BCA Report. Sample House High FCI

Alabama Home Inspections

Lake Highlands North Recreation Center Summary

AIRWAYS CROSSING PHASE II BUILDING INFORMATION 5305 McCall Way N.E. T2E 7N7

Timberglen Recreation Center Summary

All Pro Home Inspection. Home Report North Your Town

Property Inspection Report

Home Inspection Report

FAIRA TRANSPARENCY REPORTS Robert Wayne Dr, Pasco, WA July 18 th, 2017

Inspection Report. Prepared for: Tonia Mann. Property Address: 56 Riverview Place Douglasville, GA Date: September 19, 2012

All Pro Home Inspection. Home Report South Your Town

SPACE TYPE: OUTSIDE PARKING (STRUCTURE)

BUILDING CONDITION ASSESSMENT

REPORT OF ROOF CONDITION STUDY. YOUR FACILITY Your Facilities Location. Date YOUR FACILITY S IDENTIFICATION. Prepared for Your Company

Inspection Report. Prepared for: Tonia Mann. Property Address: 1295 Greyland Hills Drive Lawrenceville, GA Date: April 24, 2012

Mills Elementary School Site Summary

PROPERTY OVERVIEW PROPERTY HIGHLIGHTS. 2,340 SF Convenience Store. 3,508 SF Three Unit Strip Center. U-Haul Business. Sunoco Branded Gas Station

The Inspector. Property Inspection Report

1200 Oakman Blvd INDUSTRIAL INVESTMENT/ USER OPPORTUNITY. Building A 85,999 SF. Building D. Building C 11,495 SF 15,046 SF.

A Sample Report On The Conditions At:

1234 Main St. Buyer Name. Table of Contents

Property Offering. Cold Storage Warehouse 4501 Hitch Peters Road Evansville, IN 47711

BVSC BVSC. Midwest Technical Inspections Survey Worksheet. Account / Account Code: Insured: Policy #: Building Data - Section 1

Dr. Edward Livingston Trudeau Building. 118 Main Street, Saranac Lake, NY. Building Systems Report. June 24, 2018

Margaret Batts Tobin Laboratory

Access: All interior areas of the building were accessible. On the exterior, only the fenced area that houses the generator was not accessible.

ADDENDUM 2 - JULY 14, 2015

Calidad Home Inspection Colleyville, TX (817) /

County of Santa Barbara, California Facility Condition Assessment Total: $238,124. Appendix 1 Probable Cost Estimates Detail

FINEGAN INSPECTION SERVICES, INC. 76 WEST FOSTER MAINEVILLE ROAD MAINEVILLE, OHIO PHONE FAX

Building Architecture

component was performing its intended function; installation and condition were appropriate for age and use.

RAYMOND EDUCATION CAMPUS

Final Report. Community Recreation Inventory Ross River. Capital Management Engineering Limited. February 2016 Project Number

April 10, Mr. Steven McMahon Manager of Architectural Services East Dollar Tree Stores, Inc. 500 Volvo Parkway Chesapeake, VA 23320

Facility Condition Assessment

4 POINT INSPECTION REPORT

Inspect Hawaii. Property Inspection Report

DRAFT. Carruth Administration Center Site Summary. Address West 6 th Street Austin, TX Number of Permanent Campus Facilities 6

CONSTRUCTION REPORT. Zionsville Community Schools Zionsville, Indiana. October 2014 TSC NO

Inspection Report. 1 of 8

Columbia County Health Care Center Added Amenities

Storm Damage Assessment Report For: 1234 Example Street., Houston, TX 77002

Cheldelin Middle School

K.B. Polk Recreation Center Summary

Inspection Report. Prepared for: Yaron Sternberg. Property Address: 926 Hemingway Road Stone Mountain, GA. Date: April 15, 2011

The Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits

2451 Bert Drive, Hollister, CA

2 Main Building BLDG-959A Building Purpose Building Area Bus Terminal 14,890 SF Inspection Date August 18, 2016 Inspection Conditions Facility Conditi

SAMPLE REPORT. January 1, 201#

TRANSLINK LOGISTICS CENTRE

3D Home Improvement and Inspection Services, Inc

REPORT CHECKLIST SUPPLEMENT

SUMMARY 1234 Main St.Loudon TN Buyer Name 08/28/2018 9:00AM

Structures Purchased by TDOT, Appendix G

JV PROPERTIES, LLC (AQUA GLASS/MASCO) 320 INDUSTRIAL ROAD ADAMSVILLE, MCNAIRY COUNTY, TN Approximately 511,807 square feet

HOME INSPECTION CHECKLIST

ENERGY AUDIT. 123 Main Street Mississauga, Ontario. January 1, Report To: Mr. John Smith Smith Printing Company.

DAVIS ELEMENTARY SCHOOL

Inspection Services of the Treasure Coast

Overall Existing Conditions Summary

TABLE OF CONTENTS Public Safety Building

A UCC Building permit is not required for the exceptions listed below for COMMERCIAL application: (403.42): Building construction for the following:

Work Write Up / Specification of Repairs HUD DIVISION 1. MASONRY HUD DIVISION 2. SIDING. Toll Free

Assessment Report Burgess Park Gymnasium. Summary

Ottawa Inspections Inspection Report

COOLIDGE SENIOR HIGH SCHOOL

Thurgood Marshall Recreation Center Summary

RECAPP Facility Evaluation Report

Rental Inspection Checklist

MOLD INSPECTION REPORT Block Home Inspections LLC

FirstEnergy Program Overview

AGILITAS Property Development

CONSTRUCTION DOCUMENTS CHECKLIST for the 2012 Michigan Building Code Including Building Permit Application Checklist

BUILDING INSPECTION DIVISION Vacant Property Notice Exterior & Interior Inspection Checklist

Final Report. Community Recreation Inventory Beaver Creek. Capital Management Engineering Limited. April 2016 Project Number

Brent Ellmann Structural Option 200 Minuteman Park, Andover, MA Structural Consultant: Dr. Hanagan

SITE AND BUILDING INSPECTION CHECKLIST

Beckley-Saner Recreation Center Summary

Facilities Feasibility Study Laurence G. Paquin Building Condition Assessment

2017 City of Ortonville Northridge Study

Exterior structures (fences, sheds, decks, retaining walls, detached garages) in good condition, no evidence of termite damage or rotted wood

Deficiency ID Qty UoM Priority. K Play Area Requires Impact Resistant Material Ea. 2

December 21, BUILDING INSPECTION REPORT Address removed for privacy XXXXXXX, NJ

Current as of 11/10/08 1 of 5

TOP 10 RED FLAGS #10 - SITE GRADING AND DRAINAGE PROBLEMS. Understand what issues your homebuyers are on the lookout for and how to offer solutions.

186 TH AIR REFUELING WING KEY FIELD, MERIDIAN, MS ADDENDUM #1 PERFORMANCE WORK STATEMENT

Building Inspection Report

Madison's Home Inspections

TOWN OF HAGUE GUIDELINES FOR PERMIT APPLICATION

Transcription:

Building Inspection Report Sample Commercial Inspection Report Inspection Date: Prepared For: Prepared By: Professional Property Inspection Consultants 4857 Winterset Drive Columbus, OH 43220 (614) 459-5941 Inspector: David N. Tamny 1995 Professional Property Inspection Consultants

Table of Contents 1.0 SUMMARY 3 2.0 INTRODUCTION 4 3.0 STRUCTURE 5 4.0 ELECTRICAL 6 5.0 HEATING SYSTEM 9 6.0 AIR CONDITIONING 12 7.0 VENTILATION 13 8.0 PLUMBING 14 9.0 ROOFING 16 10.0 INTERIOR 18 11.0 EXTERIOR 19 12.0 INSULATION 21 13.0 LIFE SAFETY FIRE PROTECTION 22 14.0 CLOSING COMMENTS 23 APPENDIX A SUMMARY OF PHOTOGRAPHS 24 2

1.0 Summary This is a typical strip center in which maintenance has been satisfactory, for the most part. No major structural deficiencies were noted. The electrical system was generally found to be in satisfactory condition. Grounding electrode conductors have been vandalized and should be repaired. The heating and air conditioning are in need of service. Several air conditioning units are icing up due to low refrigerant levels. The responsibility for maintenance of these units should be reviewed in the current lease agreements. The ventilation systems are satisfactory for the most part. The plumbing system was generally in satisfactory condition. The roofing system is in satisfactory condition. Several areas of possible leakage were noted at the vicinity of the rooftop equipment. Some repairs are recommended. Because the roof is ballasted visual assessment of the membrane itself is difficult. A bad seam was noted near the large rooftop unit. The exterior walls were in satisfactory condition. An area in need of repair at the rear of the main grocery store façade on the roof was observed. Guards are recommended at the rear loading platform. Windows and doors were found to be in satisfactory condition. The asphalt paving is in satisfactory condition. Localized repair and seal coating should be anticipated on an as needed basis. The fire suppression system was recently tested by Capital Fire Protection. Summary of Repairs 1.1 Summary of Necessary Repairs The following table summarizes the recommendations made in this report that rare of an immediate necessary nature. Recommendations Report Reference Budget Cost Repair grounding electrode conductor 4.3.1 $500 Bollards should be installed to protect transformers from 4.3.2 $1500 impact Replace Rooftop Unit 5.3.1 $6,000 Service all Rooftop Units 6.3.1 $3000 to $5000 Repair existing roof leaks 9.3.1 $4000-$6,000 Install walkway pavers to equipment 9.3.4 $1,000-$2,000 Replace damaged ceiling tiles 10.3.1 $2000-$3000 Replace rear service door 11.3.1 $1000-$2000 Install Guards at service platform 11.3.2 $1500-$2500 Total $20,500 to $28,500 3

2.0 Introduction As per request, a visual inspection was performed of the property. Our inspection was limited to identify the existing conditions of the following readily visible building components. Structure Heating System Plumbing System Ventilation System Insulation Fire Protection System Swimming Pool and Associated Equipment Electrical System Air Conditioning System Roofing System Exterior Components Interior Components Elevators This assessment meets or exceeds the ASTM standard E2018-99 for Property Condition Assessments. This report provides recommendations, preliminary cost estimates and priorities for: Remedying major deficiencies, Updating ageing major components, and Undertaking further detailed investigations The recommendations are for remedial actions that are considered to be beyond the normal maintenance of the building. Costs are provided for recommendations expected to exceed $3000. The costs are only intended to provide an order of magnitude. Contractors should be contacted for exact quotations. This report is intended for the exclusive use of our client. Use of the information contained within the report by any other party is not intended and therefore we accept no responsibility for such use. This report is considered to be preliminary in nature. Before any major repairs are undertaken, we recommend that a specialist perform a detailed condition survey and develop a plan of action. Only the items specifically addressed in this report were examined. No comment is offered on fire protection equipment or on fire regulation, building code and building bylaw compliance, or environmental concerns. Building Description This is a single story retail shopping strip center. It was determined that the building has an approximately area of 35,000 square feet. It visible evidence and verification with the grocery store manager suggests that the building was constructed in 1996. The building is presently occupied by a grocery store and a Dominos. One unit was vacant. The vacant unit did not have the utilities on. Document Review and Interviews No plans were available. No additional documents regarding past repairs or maintenance were available. It is recommended that these documents be obtained for review. The owner was not available for interview. Public records review was not included by agreement. A brief interview was conducted with the grocery store manager. His knowledge of the building was quite limited. ADA and Accessibility Review 4

Review for compliance with ADA and accessibility requirements was not conducted by mutual agreement. 3.0 Structure 3.1 Description: The building is of slab on grade construction. The masonry foundations support masonry brick and block exterior walls. The steel roof deck is supported by open-web steel joists. 3.2 Observations and Discussion 3.2.1 No major structural defects were noted. 5

4.0 Electrical 4.1 Description The electrical service to the building is overhead. The building is equipped with 208v/120v 3 phase 4 wire electrical service. The grocery store is equipped with a 3000-amp 208v/120v 3 phase four wire system. Dominos has a 200-amp 208/120v 3 phase 4 wire; The vacant store has a 100 amp 208/120v 3 phase 4 wire and a 100 amp 208v/120v 3 phase 4 wire house panel is located at the rear of the building. The switch board panels were not opened. All wiring observed was copper. No aluminum was reported. A natural gas powered generator was observed adjacent to the grocery store behind a locked fence. This is reportedly owned by the tenant. 6

Interior lighting was a combination of fluorescent, metal halide and recessed incandescent. A 208v primary; 208Y/120v secondary transformer is present to supply uniform power to Panel box M supplying the office. This is to create power suitable for an isolated ground for computers. 4.2 Observations and Discussion: 4.2.1 While detailed load calculations were not performed, no problems are suspected with the service capacity. The service should be adequate for the present usage. 4.2.2 There is inadequate clearance in front of the panel box at the Dominos. There should be 36 inches in front of the panel. 4.2.3 The grounding electrode conductors have been cut at the exterior. This may have been vandalism to steal the copper. This is a potentially dangerous situation that should be repaired immediately. 7

4.2.4 Ongoing remodeling work is being done at the grocery store. Wiring for refrigeration and lighting is being relocated. 4.3 Recommendations, Costs and Priorities: Recommendations Costs Time Frame 4.3.1 Repair grounding electrode conductor Minimal Immediate 4.3.2 Bollards should be installed to protect transformers from impact Minimal Immediate 8

5.0 Heating System 5.1 Description: The building is heated with a total of 7 roof-mounted, gas fired, heating (electric cooling) units. The units vary in capacity from 160,000 btu/h output capacity to 59,200 btu/h. Dominos has 2 units, the vacant space has 1 unit and the grocery store has 4 units with one being a custom designed unit by Seasons 4 specifically for grocery store applications. Gas fired unit heaters were observed at the warehouse section of the grocery store. A wall mounted electric heater is located at the vestibule housing the water service. Gas service is at the rear of the building. There appears to be separate meters but this should be verified. 9

5.2 Observations and Discussion: 5.2.1 While detailed heat loss calculations were not performed, no problems are suspected with the heating capacity. 5.2.2 The rooftop units are all estimated at 11 years old which is the age of the building. 5.2.3 While it is impossible to predict with certainty when a heat exchanger will fail, the average life for heating equipment of this type is 15 to 20 years. Heat exchangers were not accessible for visual inspection. 5.2.4 It was not feasible to observe the units in operation during the heating mode. 5.2.5 The gas lines are corroded and need repainting. Standard metal b-vents are supplied for the warehouse units and are in satisfactory condition. 5.2.6 The heating distribution appears adequate in most areas. Some pressurization issues were observed showing evidence of ductwork leakage. Balancing of the system may be required. 5.2.7 The roof top unit over the grocery store labeled RTU 2 appears inoperative and may require replacement. 10

5.3 Recommendations, Costs, and Priorities Recommendations Costs Time Frame 5.3.1 Replace Rooftop Unit $6,000 Immediate 11

6.0 Air Conditioning 6.1 Description The grocery store is cooled by four rooftop units. Dominos is cooled by two rooftop units and the vacant space is cooled by one unit. The Seasons 4 unit is estimated at 60 tons. The rooftop units are 4 tons. The units over the Dominos and vacant space are 5 ton units. The type of refrigerant used in the air conditioning systems could not be verified. The air is distributed through the same air handling equipment previously mentioned in the heating section. 6.2 Observations and Discussion: 6.2.1 While detailed heat gain calculations were not performed no problems are suspected with cooling capacity. 6.2.2 Several windows were noted with ice on the compressors. This generally indicates low refrigerant. Ice was also noted at the capillary tubes of RTU-1. Bubbles were observed in the site glass which indicate low refrigerant. 6.2.3 The electricity was off to the vacant unit. The a/c was not running for this reason. 6.2.4 AS mentioned previously in the Heating section, adequate air distribution is provided in most areas. 6.3 Recommendations, Costs and Priorities Recommendations Costs Time Frame 6.3.1 Service all Rooftop Units $3,000 - $4,000 Immediate 12

7.0 Ventilation 7.1 Description: There are several exhaust fans on the roof. The washrooms are ventilated by individual exhaust fans The building receives fresh air from the heating and cooling rooftop units. These units are equipped with fresh-air makeup units, which allow fresh air from the exterior to enter into the return air plenum. This introduction of fresh air helps to improve indoor air quality as well as compensate for air that is expelled through exhaust fans. 7.2 Observations and Discussion: 7.2.1 Ventilation of the building is provided by localized exhaust fans located in bathrooms and kitchen areas and rooftop exhaust fans servicing other areas of the building. 7.3 Recommendations, Costs and Priorities Recommendations Costs Time Frame 7.3.1 Service exhaust and ventilation equipment Minor As needed 13

8.0 Plumbing 8.1 Description Supply The building is supplied with a 2-inch diameter polyethylene water supply line into the building. The main shut off valve is located in a vestibule between the grocery store and the vacant unit. Each of the 3 units has a separate water meter. All supply plumbing examined is copper. Waste The majority of the waste piping is under-slab and not visible for observation. Visible piping was PVC. Water Heating There is a 100 gallon gas fired water heater in the grocery store. Two 114 gallon Therma-Stor heat recovery units were located at the mechanical area of the grocery These units recover heat from the cooling system to heat water. Electric domestic style water heaters were noted at the other units. 14

8.2 Observations and Discussion: 8.2.1 No major deficiencies were noted in the plumbing system during the assessment. The location of the main water line to the property was not determined. 8.2.2 Some corrosion was observed at the water heater at the Doninos unit. 8.3 Recommendations, Costs and Priorities Recommendations Costs Time Frame 8.3.1 Replace existing water heater Minor 1 year 15

9.0 Roofing 9.1 Description: Flat The flat roof is covered by a single-ply EPDM rubber membrane (See photos above) The membrane is covered by a largestone ballast. Sloped The small portion at the front of the building is covered with an asphalt composite shingle roofing. Roof Drainage The flat roofing drainage is to a series of gutters and downspout conductors at the rear of the building. 9.2 Observations and Discussion: 9.2.1 The ballast covered EPDM membrane roof cover appears to be in serviceable condition. There is evidence of leakage in several areas and evidence of past repairs. 9.2.2 An infrared roof survey would be recommended to identify areas of necessary repair. 9.2.3 The EPDM roof cover is in the 11 th year of a 20 year life expectancy. 9.2.4 The asphalt shingle portion is in satisfactory condition. 9.2.5 Proper walking surfaces should be installed in the roof to facilitate servicing of equipment. 16

9.3 Recommendations, Costs, and Priorites: Recommendations Costs Time Frame 9.3.1 Repair existing roof leaks $4000-$6,000 Immediate 9.3.2 Re-roof the entire building (approximately 35,000 s.f.) Over $150,000 8-10 years 9.3.3 Install walkway pavers to equipment $1,000-$2,000 Immediate 17

10.0 Interior 10.1 Description: The ceilings primarily consist of drop ceiling panels. The wall finishes consist of drywall. Bathroom finishes are drywall and tile. The floor coverings consist of resilient tile. 10.2 Observation and Discussion: 10.2.1 The interior finishes are in generally satisfactory condition. It should be noted that extensive remodeling is being done at the grocery store side. The grocery store space is currently being subdivided and extensive relocation of equipment and alteration of finishes is underway. 10.2.2. Stains were noted at several drop ceiling panels. The source is considered roof leakage. 10.2.3 Since interior components are subjective to some degree, our comments here will be general, except where functional concerns are noted. 10.3 Recommendations, Costs and Priorities: Recommendations Costs Time Frame 10.3.1 Replace damaged ceiling tiles $2000-$3000 1 year 18

11.0 Exterior 11.1 Description The exterior walls are concrete block. The front elevation has a brick veneer. The windows are aluminum frame double glazed units. All windows are fixed glazing. There is a poured concrete sidewalk at the front (north) façade. There is and asphalt parking lot at the north side of the property and asphalt service roads at the side and rear. 11.2 Observations and Discussion 11.2.1 The exterior of the building is in generally good condition and maintained. 11.2.2 A damaged section was noted at the rear of the front grocery store façade. This is the source of leaks at the front office. 11.2.3 The rear entry door to the vacant unit is rusted and should be replaced. The remaining exterior doors are in satisfactory condition. 19

11.2.4 The overhead doors are in good condition. 11.2.5. The windows are in good condition. 11.2.6. The grading is considered to be satisfactory. 11.2.7. The poured concrete sidewalk at the front of the building is in satisfactory condition. 11.2.8. Guards should be present at elevated platforms. 11.3 Recommendations, Costs and Priorities: Recommendations Costs Time Frame 11.3.1 Replace rear service door $1000-$2000 1 year 11.3.2 Install Guards at service platform $1500-$2500 Immediate 20

12.0 Insulation 12.1 Description The presence of insulation in exterior walls was not visible. Rigid foam insulation is believed to be present at the roof decking. R-10 to R-20 would be typical. 12.2 Observations and Discussion: 12.2.1 Based on the age of the building it should have met the Ohio Commercial Energy Code in 1996. This should be verified by a review of the plans if available. 12.3 Recommendations, Costs and Priorities Recommendations Costs Time Frame 12.3.1 Verify existing insulation levels Minimal 1 year 21

13.0 Life Safety Fire Protection 13.1 Description The grocery store is equipped with a wet sprinkler system. 13.2 Observation and Discussion 13.2.1 Current inspection tags from Capital Fire Protection were observed. 13.2.2 Alarm and security systems were not observed. 13.3 Recommendations, Costs and Priorities Recommendations Costs Time Frame 13.3.1 Keep current with sprinkler inspections Minimal 1 year 22

14.0 Closing Comments This report provides you with an overview of the condition of the major components in the building. Should you have any questions, please do not hesitate to contact us. Please find photographs documenting several conditions noted in Appendix A. Sincerely, Professional Property Inspection 23

Appendix A Summary of Photographs 24

25

26

27

28