La Campesina
MEXICAN RESTAURANT
ADAPTIVE REHABILITATION SPRING 2015 DAVIS ALLEN TAYLOR CORNELL ELI LURIE CANDIDATES FOR BFA IN HISTORIC PRESERVATION
PROJECT PROPOSAL
1
HISTORY 3
TABLE OF CONTENTS
CONDITIONS ASSESSMENT 5 CONSTRUCTION DOCUMENTS, DESIGN PROPOSAL & RENDERINGS
21
MANAGEMENT PLAN
29
APPENDIX
37
We propose that 1020 East Broad Street be adaptively rehabilitated to a self-sustaining Mexican restaurant, La Campesina. The entire structure will be revitalized to accommodate a commercial restaurant and a fresh market. The surrounding property will also be revitalized and converted to the restaurant’s garden. In addition to the garden, a parking lot will be added on the southwest side of the property. The main structure will house the commercial kitchen, an ordering counter, and bar seating. The market will be located at the rear of the main structure. Restaurant seating will also be located in the middle room and the open side structure. The CMU half walls of the side structure will be replaced with mid-century concrete breeze blocks, which will reflect the mid-century aesthetic of the structure. La Campesina will not only revitalize an abandoned plot of land, but it will serve as a local destination that provides authentic and fresh Mexican food.
1
East Broad Street
East Waldburg Street
HISTORY
Park Avenue 2
1913 & 1916 – The property was occupied by J..M. & Co. Wood Yard and J.L. Lee Wood Yard.
1956 – The property was occupied by an industrial filling station. There were
three fuel tanks located in the northeast corner of the lot.
3
4
1020 East Broad Street is located on the corner of East Broad Street and Park Street. The property is on 1.6 acres on land. The building is made of 16” x 8” x 8” CMU and sits on a poured concrete foundation. The building and the land was vacant but has recently been sold to a private contractor. The structure is a single story, “S” shaped building and consists of three primary sections – a main structure, an open side structure, and an enclosed middle room. The main structure is the south most section. It measures 25’ on the east and west sides and 90’ on the north and south sides. The side structure is the north most section. It consists of 40” tall half walls and measures 20’ on the east and west sides and 40’ on the north and south sides. The middle room is located in between the main structure and the side structure. It measures 19’ on the east and west sides and 23’ on the north and south sides.
CONDITIONS ASSESSMENT
5
MAIN STRUCTURE - Exterior
ROOF – The roof is a gable roof, with gables on
the east and west ends of the structure. The east, south, and west sides are covered with a decorative parapet wall. No assessment could be made from the ground. Evidence of different business signs is apparent on the parapet.
NORTH WALL – The wall is made of 16” x 8” x 8”
CMU. There are no apparent cracks on the wall. Due to extreme organic growth on the west side of the wall, no assessment could be made. There is evidence of at least two 4’3” wide windows, which have been filled in with CMU. The window sills remain and are made of brick. The white exterior paint is discolored and covered in graffiti. There is also organic growth along the entire length of the wall.
EAST WALL – The wall is made of 16” x 8” x 8”
CMU. There is a parapet wall that extends the length of the wall. There are no apparent cracks on the north side of the wall. There is a crack on the south side that extends from the top corner to around half way down. There is evidence of a 4’3” x 2’8” window in the center of the wall, which has been filled in with CMU. The window sill remains and is made of brick. The white exterior paint is discolored and covered in graffiti.
6
SOUTH WALL – The wall is made of 16” x 8” x 8” CMU and is finished with stucco. There is excavation under the door on the west side, and severe structural cracking is around the two doors on the east and west sides. The stucco is extremely worn and chipping. There is a parapet wall that extends the length of the wall. A remaining metal structural component suggests that the awning on the West Wall wrapping around to the South Wall. The doors on the east and west sides are 2’4” x 6’10” metal doors. The door on the east side has a metal awning. There is evidence of at least four windows – one on the west side, one on the east side, and two in between the metal doors. Each window is 4’3” wide and 2’8” tall. The windows have been filled with CMU. Due to extreme organic growth in the middle of the wall, no assessment could be performed. The white exterior paint is severely discolored and covered in graffiti. Remnants of different business signs are apparent.
7
MAIN STRUCTURE - Exterior
WEST WALL – The wall is made of 16” x 8” x 8” CMU and is finished with stucco. There is no apparent cracking or chipping in the wall or stucco. A decorative parapet wall extends the length of the façade. Remaining metal structural components suggest that there was once an awning, which extended the length of the façade. The door on the north side of the wall is a 2’4” x 6’10” metal door. The window on the south side of the wall is a two pane fixed window. It is 10’4” wide and 4’5” tall. There is minor organic growth in the cracks between the structure and the foundation. The white exterior paint is discolored and covered in graffiti. There are remnants of different business signs on the parapet wall.
8
MAIN STRUCTURE - Interior
CEILING – The ceiling is a drop ceiling with “popcorn” panels. On the north end, sections of paneling are missing, and sections of the insulation have fallen through. The molding is 5” wide with dentel detail. The molding is painted green.
NORTH WALL – The wall is made of 16” x 8” x 8” CMU and is finished with plaster. Portions of the plaster around the door frame are missing. There is no apparent cracking or chipping on the rest of plaster, but there is evidence of mold on the base of the wall. The door frame is 2’9”. The door opening consists of a wood door frame, but there is no evidence of a door or hardware. The four inch baseboard is painted green, and the paint is chipping. There is a small room on the east side of the wall. The small room’s walls are made of wood particle board painted yellow. An assessment of the small room could not be made.
9
MAIN STRUCTURE - Interior
EAST WALL – The wall is made of plaster covered
drywall. There is no apparent cracking on the plaster. However, there is evidence of mold. The yellow interior paint has a few scuffs at the base of the wall. There is a 2’4” x 6”10” door on the south side of the wall. The door functions and swings to the right. The baseboard is 4” and painted green. The north end of the wall could not be assessed.
SOUTH WALL – The wall is made of 16” x 8” x
8” CMU and is finished with plaster. The plaster has numerous holes. There is evidence of mold, especially is the middle of the wall. The yellow interior paint is intact, except for the areas around the holes. The baseboard is 4” and painted green. The baseboard paint is chipping.
WEST WALL – The wall is made of 16” x 8” x 8” CMU and is finished with plaster. There are exposed wires to the south of the 2’4” x 6”10” metal door. There is mold on the south end of the wall and under the window. The yellow interior paint is discolored under the window. The 10’4” x 4’5” window in the center of the wall is a two pane fixed metal frame window. The frame and panes of glass are intact. The door on the north end is operable and swings to the right.
10
FLOOR – The floor is a concrete slab finished
with carpet. The carpet is extremely worn, and in some sections the carpet fibers are completely worn away. The floor is covered in human and building debris, especially in the northeast corner. In the southwest corner of the room, the floor is higher than other areas. The floor is lower than other areas in the southeast corner.
11
SIDE STRUCTURE - Exterior
ROOF – The roof is a gable roof with the gables
on the east and west ends of the structure. It is wood frame topped with asphalt shingles. From the ground, the soffit in the south west corner appears to be rotted, and the metal sheathing is falling off. The soffit on the back west wall is completely rotted. The rest of the roof could not be assessed from the ground.
NORTH WALL – The wall is made of 16” x 8” x 8” CMU. There is no apparent cracking on the wall. There are five openings – four half walls and a full opening in the center. The four half walls are 40” tall. There is no evidence of frames, doors or windows, or hardware. The off-white paint is discolored, irregular in color, and covered in graffiti.
12
EAST WALL – The wall is made of 16” x 8” x 8”
CMU. There is no apparent cracking on the wall. On the north end, there are the remains of a small alcove that is lined with fire bricks. The alcove is 5’9” wide and 5’5” deep. There is vinyl siding under the roof gable. The off-white exterior paint is irregular in color and covered in graffiti. There is severe organic growth along the length of the wall, especially in the location of the alcove.
SOUTH WALL – The wall is made of 16” x 8” x
8” CMU. On the west end of the wall, there are three rows of CMU missing. There are no apparent cracks or structural issues on the rest of the wall. There are three half walls along the wall. Each are 40” tall. In the middle opening, there is a wooden frame, but there is no evidence of a window or hardware. The off-white exterior paint is irregular in color and covered in graffiti.
13
SIDE STRUCTURE - Exterior
WEST FRONT WALL – The wall is made of 16” x
8” x 8” CMU. There is no apparent cracking on the wall. There are two half walls. Both are 40” tall. The off-white exterior paint is irregular in color and covered in graffiti. There is vinyl siding under the roof gable.
WEST BACK WALL – The wall is made of 16” x 8” x 8” CMU. There is no apparent cracking on the wall. There are openings – a door and a window. There is no evidence of a door frame, door, or hardware. The window is a one-over-one, metal frame window with a brick sill. There is evidence of another window on the south side of the wall, but it has been filled with CMU. It is 8’4” wide, 40” from the ground, and extends to the roof line. The off-white exterior paint is discolored, irregular in color, and covered in graffiti. There is organic growth along the base of the structure and minor growth along the wall.
14
SIDE STRUCTURE - Interior
CEILING – The ceiling is unfinished with exposed
beams and sheathing. There is severe damage on the south east side. Part of the ceiling has collapsed.
NORTH WALL – The wall is unfinished 16” x 8” x
8” CMU. There is no evidence of cracking.
EAST WALL – The wall is unfinished 16” x 8” x 8”
CMU. There is no evidence of cracking.
15
SIDE STRUCTURE - Interior
SOUTH WALL – The wall is unfinished 16” x 8” x
8” CMU. There is no evidence of cracking. There is graffiti on the west end of the wall.
WEST WALL – The wall is unfinished 16” x 8” x 8” CMU. There is no evidence of cracking.
FLOOR – The floor is unfinished concrete. The
floor is in good condition with no apparent cracking or shifting. There is human and building debris covering the floor.
16
MIDDLE STRUCTURE Interior
CEILING – The ceiling is unfinished timber posts and beams. There is minor damage in portions on the north end that need to be further inspected. There are exposed electrical wires. There is the remaining metal frame of a drop ceiling.
NORTH WALL – The wall is made of unfinished
16” x 8” x 8” CMU. There is no apparent cracking on the wall. There is evidence of moisture collection along the height of the wall in the east corner. There is a 2’9” wide door opening with a wooden frame on the west end of the wall. There is no evidence of a door or hardware.
EAST WALL – The wall is made of unfinished 16” x 8” x 8” CMU. There is no apparent cracking on the wall. There is evidence of moisture collection along the height of the wall in both the north and south corners.
17
MIDDLE STRUCTURE Interior SOUTH WALL – The wall is made of 16” x 8” x 8”
CMU. There is no apparent cracking on the wall. The yellow paint is discolored and rust stained. There is a 2’9” wide door opening with a wood frame. There is no evidence of a door or hardware. There is evidence of a window in the center of the wall, which is 48” off the ground. The opening has been filled with CMU. The brick window sill remains.
WEST WALL – The wall is made of unfinished 16” x 8” x 8” CMU. There is no apparent cracking on the wall. There is evidence of a 10’4” x 4’5” window, which has been filled with CMU. There is another window on the north side, which has been sealed with wood particle board.
FLOOR – The floor is unfinished concrete. There
is no apparent cracking or shifting. There is human and building debris covering the floor.
18
19
20
CONSTRUCTION DOCUMENTS DESIGN PROPOSAL & RENDERINGS
21
Davis Allen Taylor Cornell Eli Lurie
No.
1020 East Broad Street
Description
Date
Current Plan Project number Date
Adaptive Rehabilitation
Project Number Issue Date
A101 Scale 1" = 10'-0"
22
5/19/2015 7:33:14 PM
CURRENT FLOOR PLAN
Davis Allen Taylor Cornell Eli Lurie
1020 East Broad Street Adaptive Rehabilitation
23
No.
Description
Date
Demolition Plan Project number Date
Project Number Issue Date
A102 Scale 1" = 10'-0"
5/19/2015 7:33:19 PM
DEMOLITION PLAN
DESIGN PROPOSAL
Room Legend Grocery Indoor Kitchen Main Outdoor Restroom
Davis Allen Taylor Cornell Eli Lurie
No.
1020 East Broad Street
Description
Date
Design Proposal Project number Date
Adaptive Rehabilitation
Project Number Issue Date
A103 Scale 1" = 10'-0"
24
5/19/2015 7:33:23 PM
Storage
PROPOSED SITE PLAN
Davis Allen Taylor Cornell Eli Lurie
No.
1020 East Broad Street
Description
Date
Proposed Site Plan Project number Date
Adaptive Rehabilitation
Project Number Issue Date
A104 Scale 1/32" = 1'-0"
25
5/19/2015 7:33:26 PM
-
FINAL RENDERINGS
26
27
28
MANAGEMENT PLAN
29
PROJECT Expenses COMMERCIAL KITCHEN
FOUNDATION & CONCRETE ITEM
COST
AMOUNT
TOTAL
ITEM
COST
AMOUNT
TOTAL
Concrete Removal
$1.9/SF
528 SF
$1,003.20
Stove
$4,500
1
$4,500
Concrete Replacement
$4.74/SF
528 SF
$2,502.72
Hood
$2,500
1
$2,500
Concrete Finishing
$1.31/Sf
3475 SF
$4,552.25
Grease Trap
$1,500
1
$1,500
Dishwasher
$4,500
1
$4,500
Kitchen Sink
$735.80
1
$735.80
STRUCTURAL & ROOFING ITEM
COST
AMOUNT
TOTAL
Refridgerator
$2,200
1
$2,200
Wood Truss Repair
$38.88/SF
10 SF
$388.80
Cold Room
$5,700
1
$5,700
Wall Framing
$22.80/SF
121.5 SF
$2,770.20
Metal Tables
$250
6
$1,500
Drywall
$2.70/SF
2400 SF
$6,480
Shelving
$200
20
$4,000
Roofing
$206.40/SF
34.75 SF
$7,172.40
ITEM
COST
AMOUNT
TOTAL
RESTAURANT AREA UTILITIES ITEM
COST
AMOUNT
TOTAL
Boothes
$175
8
$1,400
Electrical
$20.83/SF
3475 SF
$72,384.25
Tables
$115
17
$1,955
HVAC
$9.50/SF
2750 SF
$26,125
Chairs
$50
52
$2,600
Plumbing
$6.25/SF
2750 SF
$17,187.50
Ordering Counter
$29,90/SF
45 SF
$1,345.50
Water Heater
$1347
1
$1347
Bar Counter
$15/SF
75 SF
$1125
BATHROOM
LANDSCAPE
ITEM
COST
AMOUNT
TOTAL
ITEM
COST
AMOUNT
TOTAL
Toilets
$400.20
2
$800.40
Pavers
$9/SF
1500 SF
$13,500
Handicap Sink
$328.30
2
$656.60
Sprinkler System
$4,500
1
$4,500
Grab Bars
$35.98
4
$143.92
Landscaping
$6/SF
500 SF
$3,000
30
PROJECT Expenses
DOORS & WINDOWS ITEM
COST
AMOUNT
TOTAL
Exterior Doors
$158.10
3
$474.30
Interior Doors
$79.4
7
$555.8
Windows - Small
$540.10
2
$1,080.20
Windows - Large
$724
1
$724
PAINT & FINISHES ITEM
COST
AMOUNT
TOTAL
Paint CMU
$2.45/SF
1950 SF
$4,777.50
Paint Ceiling
$1.24/SF
2750 SF
$3410
Paint Drywall
$1.02/SF
2400 SF
$2,448
Trim
$15/SF
240 SF
$3,600
ITEM
COST
AMOUNT
TOTAL
Dumpsters
$7.17/SF
2750 SF
$19,717.50
MISCELLANEOUS
31
Total Initial Project Cost
$236,862.84
Adjustment (6%)
$222,651.07
Contingency
20%
FINAL REHAB COST
$267,181.28
Pro Forma Analysis INITIAL AMOUNT Purchase Price
$266,665
A. Cost of Rehabilitation
$317,365.05
Total Project Costs
$584,030.05
Loan to Value Ratio
75%
Mortgage Amount
$408,022.54
Cash Investment
$176,007.51
ANNUALIZED AMOUNTS INCOME B. Gross Profit
$991,200
Gross Effective Income
$991,200
C. Operating Expenses
$614,674
D. Annual Debt Service
$26,280
ROI #1 Before Tax Cash Flow
$350,246
ROI #1 Percent
199%
E. ROI #2 Return on Taxes
$2,663.81
ROI #2 Return on Taxes Percent
1.5%
F. ROI #3 Appreciation
$17,520.90
ROI #3 Percent
10%
TOTAL ANNUAL ROI
$370,430.71
32
Pro Forma Analysis A. Cost of Rehab a. Hard Costs
$267,181.28
b. Soft Costs
$40,183.77
c. Rent-Up Costs
$10,000
Sub-Total
$317,365.05
a. Hard Costs
E. Return on Taxes without Tax Credit B. Gross Profit
Total Property Value
$584,030.05
Usable Square Footage
3304
Less Value of Land
$213,000
Sales per Square Foot
$300
Depriciable Base
$371,030
Gross Proft
$991,200
Number of Years
39
Annual Depreciation
$9,513.59
Tax Bracket
28%
C. Operating Expenses Food Costs (2% of profit)
$198,240
Return on Taxes
$2,663.81
Paper Costs (2% of profit)
$19,824
ROI #2 Percent
1.5%
Payroll (30% of profit)
$297,390
Total Cost Standards
$515,554
Occupancy Costs
$99,120
Property Value
$584,030.05
Total Operative Expenses
$614,674
Annual Appreciation
3%
Appreciation Return
$17,520.90
ROI #3 Percent
10%
D. Debt Service Mortgage
$408,022.54
Interest Rate Percent
5%
Number of Years
30
Monthly Payment
$2,190
Annual Debt Service
$26,280
F. Appreciation
33
Total SF Rehabbed
3304
Cost per Square Foot
$86.03
Total Hard Costs
$284,235.40
Area Modification (5%)
$17,054.12
Sub-Total
$267,181.28
b. Soft Costs Architect& Engineer Fees (7%)
$18,702.69
Legal Fees
$2,000
Permit Fees
$2,137.45
Construction Start-Up (2%)
$5,343.63
Developer Fees
$12,000
Sub-Total
$40,183.77
c. Rent-Up Costs Advertising
$10,000
Sub-Total
$10,000
PROJECT SCHEDULE 1
2
3
4
5
6
7
8
9
10
11
12
Architect Financing Permiting Demolition Site Work New Framing Rough-In Electric Rough-In Plumbing Rough-In HVAC Inspection Electric Plumbing HVAC Landscaping Drywall Floor Trims Paint Clean Up Board of Health Inspection C of O
34
MONTHS
LINE ITEM LIST EXTERIOR
Fix structural problems on the south wall Install new roof Remove existing windows Remove organic growth Install new windows Clean and re-finish existing doors Install new doors Clean and paint walls Install awning Install new signage
INTERIOR - MAIN STRUCTURE
Remove debris Demolish drop-tile ceiling Remove carpet Demolish partition walls Remove window Install new window Re-level concrete floor Construct new partition walls Install new electrical systems Install new HVAC system Install bar and counter Install door to indoor seating area Install electrical fixtures Do not install new ceiling, leave exposed Clean and refinish concrete floors Paint walls and doors
INTERIOR - INDOOR SEATING AREA
Remove debris Remove exposed electrical wiring Remove window Install new windows Construct new partition walls Install new doors Install plumbing and fixtures for bathrooms Install HVAC Install electrical systems and fixtures Clean and refinish concrete floors Paint walls, ceiling, and doors
INTERIOR - PATIO SEATING
Remove debris Replace damaged ceiling beams and sheathing Demolish portions of CMU walls Install electrical systems, lighting, and fans Install decorative concrete block half-walls Paint ceiling and walls Clean concrete floors
INTERIOR - KITCHEN AND STORAGE*
Remove debris Demolish ceiling Demolish partition Walls Remove floor finishes Construct new partition walls Install new electrical systems and fixtures Install new HVAC Install plumbing and fixtures Install kitchen appliances Install counters and shelving Install new doors Clean and Refinish Concrete Floors Do not install new ceiling, leave exposed Paint walls and doors
INTERIOR - MARKET*
Remove debris Demolish ceiling Demolish partition Walls Remove floor finishes Construct new partition walls Install new electrical systems and fixtures Install new HVAC Install counters and shelving Install new doors Clean and Refinish Concrete Floors Do not install new ceiling, leave exposed Paint walls and doors
*Spaces were not accessible during conditions assessment and documentation, conditions must be assessed more closely to determine future rehabilitation plans
35
Appendix 5/25/2015
Chatham County Board of Assessors: 2015 Property Record Card 2004315004
2015 Chatham County Board of Assessors
5/25/2015
2004315004
Property Record Card
CODES PROPERTY USE UTA NBHD EXEMPTIONS COMMCATEG
INS VI QU RSN PRICE BOOK / PAGE 09 Oct 1987 136C 0458 WD V Q Q7 50,000 SALES
GRANTOR:WILMA HORTON LYNCH GRANTEE:OMAR TEMPLE #21
20 Mar 1987 133T 0540 QC I U
UN
GRANTOR:R. T. COE & S. E. JONES GRANTEE:WILMA HORTON LYNCH
04 Jun 1981 116S 0836 WD I Q
65,000
13 Jul 1973
27,500
GRANTOR:SAM R. LYNCH GRANTEE:R. T. COE & S. E. JONES
102N 0727 WD I Q
GRANTOR:JOSEPHINE M. DEMERE GRANTEE:SAM R. LYNCH
[Click for larger picture]
PERMITS TYPE DATE AMOUNT 040789B RF 04 Mar 2005 Insp 2,000 COMMENTS: 07 Mar 2005
09 Aug 2002
2005, HCC, NO WORK DONE TO BUILDINGS. NO SFR ON PROPERTY. CANCEL PERMIT # 040789B. 2000 NEW PIN; COMBINATION OF 243151 & 243152 1/31/00 2002 HCC, REVIEWED FOR APPEAL FENCES BROKE DOWN, ROOFS CAVIN G IN OR LEAKING. BLDGS HAVE NO T BEEN USED IN 3 YEARS. ALL IN BAD SHAPE. SEND 21 DAY LETTER.
EXTRA FEATURES ID# BLDG # SYSTEM DESC 69332 41835 AWN STY 14 FR CHEAP Carport(roof caved in NV) 69333 41835 CONCRETE PAVE 500 ALL CRACKED NO VALUE 69334 41835 6'CL FENCE 3 BARB W Chain link fence 69335 41835 Comm porch avg COOKOUT AREA BESIDE CLUB LAND ID# USE DESC 51101 LODGE/CLUB/HEALTH
FRONT 0
DIM 1 DIM 2 UNITS 19 10 190.00
QL UNIT PRICE RCN U 6.30 1,197
ASMT 213,000 65,000 3,700 281,700
0002 0002 005500.00 353
LAND 1 BLDG 4 OBXF 4 Cost MS
1020 E BROAD ST SAVANNAH
RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL 236,377 1953 1968 MS 80.00 0.00 0.00 0.00 80.00 47,275 1.00 47,275 AREA STORIES PERIMETER / SHAPE OCCUPANCIES 442 Bar/Tavern
2664 1.0 276 AREA 2664
COMPONENTS C2 611 Package Unit C1 812 Concrete Block
Retail Store
% 100.00
CLASS C Units
HEIGHT 10.00 % 100.00 100.00
QUAL 2.00 QUAL
[Click for larger picture] "GRENADIER CLUB" ONE STORY CONCRETE BLOCK TAVERN;10' HIGH,BUILT IN 1953,REMODELED IN 1989, 740 SF PORCH FOR COOKOUTS.
AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 1953 1953 OC 1.00 12
0
7289.00 U
2.73
19,899 1953 1953
OC 1.00
856
1
856.00
U
14.50
12,412 1953 1953
OC 10.00 1,241
1,100
37
20
740.00
3
11.68
8,643
2,679
2,400
PRICE ZONING 4.00 1R
BUILDING SECTION CONSTRUCTION TYPE 4183812015 Commercial
COMMERCIAL Savannah E500 EASTSIDE
0
DEPTH UNITS / TYPE 0 71,003.00SF
2004315004
Property Record Card
HISTORY LAND IMPR TOTAL 2014 213,000 67,700 280,700 Cama 2013 213,000 68,300 281,300 Cama 2012 213,000 33,000 246,000 Cama 2011 213,000 33,000 246,000 Cama 2010 213,000 33,000 246,000 Cama 2009 213,000 46,500 259,500 Over 2008 213,000 46,500 259,500 Cama 2007 213,000 46,500 259,500 Cama 2006 213,000 46,500 259,500 Cama 2005 213,000 46,500 259,500 Cama 2004 213,000 53,000 266,000 Cama 2003 213,000 53,000 266,000 Cama 2002 266,000 A/C 2001 142,000 97,000 239,000 Cama 2000 142,000 97,000 239,000 Cama
07 Feb 1929 25H 0090 WD V Q
GRANTOR: GRANTEE:JOSEPHINE M. DEMERE
2015 Chatham County Board of Assessors
1020 E BROAD ST SAVANNAH
APPRAISER vmmccuen LOTS 99 THRU 105, 109 THRU 117 & PT OF LOTS 106 THRU 108 SCHLEY WARD JONES DOUGLAS CAMA OMAR TEMPLE NO 21 213,000 LAST INSP 03/26/2008 25831 US HIGHWAY 80 W APPR ZONE 000002 PORTAL GA 304505218 65,000 3,700 281,700
Chatham County Board of Assessors: 2015 Property Record Card 2004315004
1989 1989 30
LCTN TOPO OTHER
ADJ1 CN25
199
200
ADJ2 ADJ3 ADJ4 MKT VALUE 213000
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