Parcel · 34-25-19-0010-00100-0050
25924 GOLDTREE COURT, WESLEY CHAPEL 33544
From the Property Appraiser's bulk roll · Wed, Aug 19, 2026
Owned byCHEESMAN KAREN C
Part of PROPOSED SUB OF N 1/4
Valuation
- Just value
- $312,722
- County assessed
- $117,020
- County taxable
- $60,609
- Acres
- 2.76 ac
- Use code
- 00100
Structure
- Single Family Residentialbuilt 1972Excellent quality
- Heated sqft
- 1,618
- Total sqft
- 2,251
- Bathrooms
- 2
- Stories
- 1
- Value
- $217,993
Concrete or Cinder Block · Asphalt or Composition Shingle · Central
Land (2 tiers)
| Use | Zoning | Units | Assessed |
|---|---|---|---|
| SFR | 00AR | 45,000 Square Feet | $77,850 |
| SFR | 00AR | 75,225.6 Square Feet | $16,550 |
Floor breakdown
- LIVING AREA1,618 sf
- FINISHED GARAGE396 sf
- FINISHED SCREENED PORCH138 sf
- UNFINISHED OPEN ALUM PORCH99 sf
Extra features (3)
- CHAIN LINK FENCE (1996)$29
- CONCRETE PATIO (1998)$228
- WOODEN FENCE (2003)$72
Owner
- CHEESMAN KAREN C25924 GOLDTREE CT, ZEPHYRHILLS FL 33544-5115
Sale history (2)
| Date | Price | Deed | Qual |
|---|---|---|---|
| 1996-01-01 | $93,000 | WD | Q |
| 1971-04-01 | $6,300 | WD | Q |
Year-by-year history2019–2025
| Year | Owner | Just value | Taxable |
|---|---|---|---|
| 2025 | CHEESMAN KAREN C | $330,912 | $58,228 |
| 2024 | CHEESMAN KAREN C | $287,056 | $55,740 |
| 2023 | CHEESMAN KAREN C | $283,009 | $52,520 |
| 2022 | CHEESMAN KAREN C | $249,793 | $53,890 |
| 2021 | CHEESMAN KAREN C | $195,125 | $50,850 |
| 2020 | CHEESMAN KAREN C | $184,607 | $49,460 |
| 2019 | CHEESMAN KAREN C | $183,902 | $47,220 |
Rows tinted brick indicate the owner changed from the prior year. Source: FL DOR annual NAL files via the PA historic archive.
Legal description
PROPOSED SUB OF N1/4 OF SEC 34 LOT 5 BLOCK 1 DESC AS FOLL:COM AT NE COR OF SEC TH S00DG 53' 53"W ALG ELY BDY THEREOF 330.0 FT FOR POB TH CONT S00DG 53' 53"W 331.88 FT TO A POINT ON NLY BDY OF SE1/4 OF NE1/4 OF NE1/4 TH N89DG 19' 13"W 386.09 FT TH N07DG 05' 51"E 284.19 FT TO A POINT ON SLY BDY OF 100 FT CUL-DE-SAC R/W TH ALG CURVE CONCAVE TO NWLY 84.11 FT RADIUS 50.00 FT CHD 74.54 FT BRG N48DG 54' 22.5"E TH S89DG 17' 06"E 300.00 FT TO POB;SUB- JECT TO 40 FT DRAINAGE EASE- MENT,20 FT EACH SIDE OF EXIST- ING CREEK OR 3524 PG 1728