Tribunal Documents.pdf
Sardar Ansari Petitioner V City Of Detroit Respondent · 26-001389-TT
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*** Information herein deemed reliable but not guaranteed*** WAYNE County: CITY OF DETROIT Jurisdiction: Printed on Parcel Number: 17009099. 1,500S 1,500 0 1,500 2023 1,500S 1,500 0 1,500 2024 47,855S 47,855J 1,800 0 1,800 2025 Tentative Tentative Tentative Tentative 2026 Taxable Value Tribunal/ Other Board of Review Assessed Value Building Value Land Value Year * Factors * Description Frontage Depth Front Depth Rate %Adj. Reason Value 30.00 99.00 1.0000 0.0000 0 100* 0 SQ FT RATE BY SIZE 2,962.000 Sq Ft 1.21 100 3,579 * denotes lines that do not contribute to the total acreage calculation. 30 Actual Front Feet, 0.07 Total Acres Total Est. Land Value = 3,579 Land Value Estimates for Land Table 5R529.5R529-ISLANDVIEW A.B.(3141A) ID 05/23/2025 FIELD REVI KG 05/22/2025 DESKTOP RE TYL 09/11/2015 TYL-ADV RE Who When What Level Rolling Low High Landscaped Swamp Wooded Pond Waterfront Ravine Wetland Flood Plain X X Topography of Site Dirt Road Gravel Road Paved Road Storm Sewer Sidewalk Water Sewer Electric Gas Curb Street Lights Standard Utilities Underground Utils. X X X X X X X X X Public Improvements Vacant Improved X The Equalizer. Copyright (c) 1999 - 2009. Licensed To: City of Detroit, County of Wayne, Michigan Comments/Influences W PARKER 23 BEWICKS SUB L22 P80 PLATS, WCR 17/216 30 X 99.44 Tax Description ANSARI, SARDAR & NAVRATILOVA, JANA 2257 PARKER DETROIT MI 48214 Owner's Name/Address 2257 PARKER Property Address 2026 Est TCV Tentative WARD#: 17 P.R.E. 0% School: DETROIT CITY SCHOOL DISTRICT Status Number Date Building Permit(s) Zoning: R2 Class: RESIDENTIAL-IMPROV 100.0 PROPERTY TRANSFER L 52572 P 1220 13-GOVERNMENT QC 11/10/2015 4,200 DETROIT NEIGHBORHOODS LLC WAYNE COUNTY TREASURER 100.0 PROPERTY TRANSFER 2022205688 21-NOT USED/OTHER WD 05/20/2022 140,000 CASITAS DE FAMILIAS LLC DETROIT NEIGHBORHOODS LLC 100.0 PROPERTY TRANSFER 2024157153 03-ARM'S LENGTH WD 04/26/2024 125,000 PEARL, SHANLEY CASITAS DE FAMILIAS LLC 100.0 2025199698 03-ARM'S LENGTH WD 06/23/2025 380,000 ANSARI,NAVRATILOVA, SARDAR PEARL, SHANLEY Prcnt. Trans. Verified By Liber & Page Terms of Sale Inst. Type Sale Date Sale Price Grantee Grantor 03/05/2026
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Class: C Effec. Age: 40 Floor Area: 1,488 Total Base New : 212,039 E.C.F. Total Depr Cost: 127,224 X 1.079 Estimated T.C.V: 137,275 Cost Est. for Res. Bldg: 1 Single Family SINGLE FAMILY Cls C Blt 1925 (11) Heating System: Forced Air w/o Ducts Ground Area = 744 SF Floor Area = 1488 SF. Phy/Ab.Phy/Func/Econ/Comb. % Good=60/100/100/100/60 Building Areas Stories Exterior Foundation Size Cost New Depr. Cost 2 Story Siding Basement 744 Total: 212,039 127,224 Other Additions/Adjustments Totals: 212,039 127,224 Notes: ECF (5R529-ISLANDVIEW A.B.(3141A)) 1.079 => TCV: 137,275 Carport Area: Roof: Bsmnt Garage: Year Built: Car Capacity: Class: Exterior: Brick Ven.: Stone Ven.: Common Wall: Foundation: Finished ?: Auto. Doors: Mech. Doors: Area: % Good: Storage Area: No Conc. Floor: (17) Garage Type Area (16) Porches/Decks Interior 1 Story Interior 2 Story 2nd/Same Stack Two Sided Exterior 1 Story Exterior 2 Story Prefab 1 Story Prefab 2 Story Heat Circulator Raised Hearth Wood Stove Direct-Vented Gas (15) Fireplaces Appliance Allow. Cook Top Dishwasher Garbage Disposal Bath Heater Vent Fan Hot Tub Unvented Hood Vented Hood Intercom Jacuzzi Tub Jacuzzi repl.Tub Oven Microwave Standard Range Self Clean Range Sauna Trash Compactor Central Vacuum Security System (15) Built-ins Lump Sum Items: Public Water Public Sewer Water Well 1000 Gal Septic 2000 Gal Septic (14) Water/Sewer Average Fixture(s) 3 Fixture Bath 2 Fixture Bath Softener, Auto Softener, Manual Solar Water Heat No Plumbing Extra Toilet Extra Sink Separate Shower Ceramic Tile Floor Ceramic Tile Wains Ceramic Tub Alcove Vent Fan 1 (13) Plumbing Few Ave. Many No. of Elec. Outlets Min Ord. Ex. No./Qual. of Fixtures Amps Service 0 (12) Electric Central Air Wood Furnace Forced Air w/o Ducts Forced Air w/ Ducts Forced Hot Water Electric Baseboard Elec. Ceil. Radiant Radiant (in-floor) Electric Wall Heat Space Heater Wall/Floor Furnace Forced Heat & Cool Heat Pump No Heating/Cooling X Elec. Steam Oil Coal Gas Wood (11) Heating/Cooling Joists: Unsupported Len: Cntr.Sup: (10) Floor Support Recreation SF Living SF Walkout Doors (B) No Floor SF Walkout Doors (A) (9) Basement Finish Conc. Block Poured Conc. Stone Treated Wood Concrete Floor (8) Basement Basement: 744 S.F. Crawl: 0 S.F. Slab: 0 S.F. Height to Joists: 0.0 (7) Excavation (6) Ceilings Kitchen: Other: Other: (5) Floors H.C. Solid Doors: Small Ord Lg Size of Closets Min Ord Ex Trim & Decoration Plaster Wood T&G Drywall Paneled (4) Interior Eavestrough Insulation Front Overhang Other Overhang 0 0 (3) Roof (cont.) *** Information herein deemed reliable but not guaranteed*** Residential Building 1 of 1 Printed on Parcel Number: 17009099. Chimney: Asphalt Shingle Gambrel Mansard Shed Gable Hip Flat (3) Roof Wood Sash Metal Sash Vinyl Sash Double Hung Horiz. Slide Casement Double Glass Patio Doors Storms & Screens Large Avg. Small Many Avg. Few (2) Windows Wood/Shingle Aluminum/Vinyl Brick Insulation (1) Exterior Basement 1st Floor 2nd Floor Bedrooms Room List Condition: Average Remodeled 0 Yr Built 1925 2 Building Style: SINGLE FAMILY Wood Frame Single Family Mobile Home Town Home Duplex A-Frame X Building Type 03/05/2026
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Page 1 Vishey Consulting & Inspection 8463 Lakeshore Rd. Lexington MI 48450 810-327-0994 gregvishey@comcast.net www.a1-homeinspection.com Inspection reference: 1876TW © Vishey Consulting & Inspection Confidential - for client use only. Use by any unauthorized persons is prohibited. Confidential Inspection Report 2257 Parker Ave Detroit MI May 28, 2025 Prepared for: Sardar Ansari This report is the exclusive property of the inspection company and the client whose name appears herewith and its use by any unauthorized persons is prohibited.
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Inspection: 1876TW Address: 2257 Parker Ave Page 2 © Vishey Consulting & Inspection Confidential - for client use only. Use by any unauthorized persons is prohibited. Inspection Contents Summary 3 GENERAL INSPECTION INFORMATION 12 SITE 15 FOUNDATION 20 ROOF & ATTIC 24 EXTERIOR 26 HEATING, VENTILATION & AIR CONDITIONING 31 ELECTRICAL SYSTEMS 38 PLUMBING SYSTEM 44 KITCHEN 47 LAUNDRY 53 BATHROOMS 55 BEDROOMS 65 OTHER LIVING SPACES 72 THERMAL IMAGING 77 Standards of Practice Information 86 PLEASE SKIP THE REDACTED PAGES UNTIL THE 'FOUNDATION' SECTION. THE DOCUEMT IS REDACTED FOR PRIVACY REASONS.
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Inspection: 1876TW Address: 2257 Parker Ave Page 20 © Vishey Consulting & Inspection Confidential - for client use only. Use by any unauthorized persons is prohibited. FOUNDATION All structures are dependent on the soil beneath them for support, but soils are not uniform. Some that appear to be firm and solid can become unstable during seismic activity or may expand with the influx of water, moving structures with relative easy and fracturing slabs and other hard surfaces. In accordance with our standards of practice, we identify foundation types and look for any evidence of structural deficiencies. However, minor cracks or deteriorated surfaces are common in many foundations and most do not represent a structural problem. If major cracks are present along with bowing, we routinely recommend further evaluation be made by a qualified structural engineer. All exterior grades should allow for surface and roof water to flow away from the foundation. All concrete floor slabs experience some degree of cracking due to shrinkage in the curing process. In most instances floor coverings prevent recognition of cracks or settlement in all but the most severe cases. Where carpeting and other floor coverings are installed, the materials and condition of the flooring underneath cannot be determined. Areas hidden from view by finished walls or stored items cannot be judged and are not a part of this inspection. We will certainly alert you to any suspicious cracks if they are clearly visible. However, we are not specialists, and in the absence of any major defects, we may not recommend that you consult with a foundation contractor, a structural engineer, or a geologist, but this should not deter you from seeking the opinion of any such expert. We also routinely recommend that inquiry be made with the seller about knowledge of any prior foundation or structural repairs. Foundation: 3.1 Type of Foundation: Raised Foundation with a crawlspace - Refers to a foundation wall with a footer below without a finished floor. 3.2 Foundation Materials: Concrete Masonry Unit (CMU) laid in horizontal, interlocking rows. CMUs are generally 8" x 16" and 8 inches wide. 10" wide block is typically used for commercial construction and for residence foundations over 1 story tall. These are commonly referred to as "cinder blocks" or "concrete blocks." Blocks with a greater concrete content were used in construction until approximately the mid 1950's. After that, a higher slag content was used to make the blocks more porous and lighter to handle. CMU foundations are capable of incredible strength if assembled with re-bar (steel rods) and concrete (grout). Most buildings are built with just the block and mortar to minimize cost. 3.3 Visible Portions of Exterior Foundation Walls: The exposed portions of the perimeter foundation walls appear to be adequate. Due to limited visibility, a portion of the foundation is blocked from view and is not covered by this inspection. 3.4 Evidence of Recent Movement: No - There is no evidence of any recent movement. Crawlspace: 3.5 Crawlspace Entrance: The crawlspace entrance is adequately sized. <ASHI 16x24 Min Crawl space opening - The minimum opening specified by ASHI for safe crawl space entering is 16" x 24". Any opening smaller than this is unsafe to enter because rescue cannot be easily accomplished in the event of an accident or injury. 3.6 Location of Crawlspace Entrance: There is an interior entry to the crawlspace. 3.7 Crawlspace Inspected By: The crawlspace was inspected by entering and crawling through. 3.8 Crawlspace Ceiling Exposed Percent: Most of the ceiling is open allowing visibility of the ceiling/floor joists. 3.9 Percent Interior Foundation Wall Exposed: Spray foam insulation obscures the perimeter foundation walls and prevents direct inspection.
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Inspection: 1876TW Address: 2257 Parker Ave Page 21 © Vishey Consulting & Inspection Confidential - for client use only. Use by any unauthorized persons is prohibited. 3.10 Conditions Noted in Exterior Walls, Interior View: The exposed portions of the interior foundation perimeter walls appear to be adequate. 3.11 Evidence of Mold Noted: Mold was found on crawl space debris that needs to be removed and disposed of. Humidity in the crawl measured 68% during the inspection ( near the entrance). Based on odor, paper and wood scraps in the cross space are being exposed to elevated humidity levels that will grow mold and are believed to be doing so at this time. 3.12 Main Beam: The main beam is an LVL (laminated veneer lumber) construction. The main beam installed appears to be adequate and fully functional. 3.13 Visible Joists Wood Joists were observed and inspected in the crawl space and these were estimated to be 2" x 8" joists in size.
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Inspection: 1876TW Address: 2257 Parker Ave Page 22 © Vishey Consulting & Inspection Confidential - for client use only. Use by any unauthorized persons is prohibited. 3.14 Joist/ truss defects 3.15 Crawlspace Ventilation: Venting Requirement: According to the International Residential Code (IRC) that the Michigan Residential Code uses, a crawl space shall have one square foot of screened vent for every 150 square feet of space. Homes with an elevated floor and an under-floor crawl space are required to have ventilation openings of at least 1 square foot for every 150 square feet of floor area, and a minimum of one ventilation opening within 3 feet of each corner. Crawlspace venting can also be achieved by supplying a duct from your home's HVAC system that goes into the under floor area. The size of vents must be 1 foot for every 500 square feet or 1 foot for every 1,500 square feet when the house uses a Class 1 vapor barriers(a 6-mil thick sheet of polyethylene). I recommend that as an alternative to an open ventilation system, that this zone be properly controlled with a quality dehumidifier such as an AprilAire E70. 3.16 Crawlspace Floor: Gravel. 3.17 Vapor Barrier Installed: Yes - There is a vapor barrier installed. A vapor barrier is present but is damaged and ineffective. This barrier needs to be replaced with a new barrier of 6 mil to 20 mil visqueen plastic with seams taped with crawl space tape and all columns and through-features skirted and taped to keep moisture in the soil and not in the crawl space. The vapor barrier needs to be sealed to the perimeter walls. I strongly recommend the installation of a durable dehumidifier such as an AprilAire E70 - E130 (depending on crawl size). The purpose of the dehumidifier is to scavenge any moisture that gets past the barrier and threatens the health of the home. Budget ~$500 for material to $4500 (material plus labor) if properly installed with skirts around columns, pipes and seal all joints with crawl space tape. Also budget ~$1400 - $1800 for dehumidifier installation plus $tbd for application of closed-cell spray foam to the perimeter walls and rim joist areas. (this step typically varies between a low of $1600 for small jobs and $3500 for larger crawl spaces and is quoted based on size).
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Inspection: 1876TW Address: 2257 Parker Ave Page 23 © Vishey Consulting & Inspection Confidential - for client use only. Use by any unauthorized persons is prohibited. 3.18 Posts Condition: Action Necessary - There is at least one post installed in the crawlspace that requires some form of repair or replacement. Amateur columns were found to be present in the crawl space and need to be replaced with legitimate support designs founded on 2' x 2' x 6" thick reinforced concrete pads. The new columns need to be secured to the new base and to the house. Select posts do not appear to have structural footers and likely need immediate repair. Have these posts reviewed buy a structural engineer (P.E.) or qualified contractor for purposes of creating appropriate footers for the local budget approximately $1,800 for this repair( approximately $900 each).
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