Adaptive Rehablitiation Proposal - La Campesina Mexican Restaurant

La Campesina MEXICAN RESTAURANT

ADAPTIVE REHABILITATIONSPRING 2015

DAVIS ALLENTAYLOR CORNELL

ELI LURIE

CANDIDATES FOR BFA IN HISTORIC PRESERVATION

TABLE OF CONTENTS

PROJECT PROPOSAL 1

HISTORY 3

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

Eas

t Bro

ad S

tree

tEast Waldburg Street

Park Avenue

HISTORY

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

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 decora-tive 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.

MAIN STRUCTURE - Exterior

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

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.

MAIN STRUCTURE - Exterior

8

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.

MAIN STRUCTURE - Interior

9

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.

MAIN STRUCTURE - Interior

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

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.

SIDE STRUCTURE - Exterior

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

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.

SIDE STRUCTURE - Exterior

14

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.

SIDE STRUCTURE - Interior

15

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.

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.

WEST WALL – The wall is unfinished 16” x 8” x 8” CMU. There is no evidence of cracking.

SIDE STRUCTURE - Interior

16

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.

MIDDLE STRUCTURE - Interior

17

FLOOR – The floor is unfinished concrete. There is no apparent cracking or shifting. There is human and building debris covering the floor.

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.

MIDDLE STRUCTURE - Interior

18

19

20

CONSTRUCTION DOCUMENTSDESIGN PROPOSAL &

RENDERINGS

21

Scale

Project numberDate

Davis AllenTaylor CornellEli Lurie

1" = 10'-0"

5/19

/201

5 7:

33:1

4 P

M

A101Current Plan

Project Number1020 East Broad Street

Adaptive RehabilitationIssue Date

No. Description Date

CURRENT FLOOR PLAN

22

Scale

Project numberDate


1" = 10'-0"

5/19

/201

5 7:

33:1

9 P

M

A102Demolition Plan




DEMOLITION PLAN

23

Room Legend

Grocery

Indoor

Kitchen

Main

Outdoor

Restroom

Storage

Scale

Project numberDate


1" = 10'-0"

5/19

/201

5 7:

33:2

3 P

M

A103Design Proposal




DESIGN PROPOSAL

24

-

Scale

Project numberDate


1/32" = 1'-0"

5/19

/201

5 7:

33:2

6 P

M

A104Proposed Site Plan




PROPOSED SITE PLAN

25

FINAL RENDERINGS

26

27

28

MANAGEMENT PLAN

29

Concrete Removal

Concrete Replacement

Concrete Finishing

FOUNDATION & CONCRETEITEM COST AMOUNT TOTAL

$1.9/SF

$4.74/SF

$1.31/Sf

528 SF

528 SF

3475 SF

$1,003.20

$2,502.72

$4,552.25

Roofing

Wall Framing

Drywall

Wood Truss Repair

STRUCTURAL & ROOFINGITEM COST AMOUNT TOTAL

$38.88/SF

$22.80/SF

$2.70/SF

10 SF

121.5 SF

2400 SF

$388.80

$2,770.20

$6,480

$206.40/SF 34.75 SF $7,172.40

Plumbing

HVAC

Electrical

Water Heater

UTILITIESITEM COST AMOUNT TOTAL

$20.83/SF

$9.50/SF

$6.25/SF

3475 SF

2750 SF

2750 SF

$72,384.25

$26,125

$17,187.50

$1347 1 $1347

Toilets

Handicap Sink

Grab Bars

BATHROOMITEM COST AMOUNT TOTAL

$400.20

$328.30

2

2

$800.40

$656.60

$35.98 4 $143.92

Grease Trap

Stove

Hood

Metal Tables

Dishwasher

Refridgerator

Cold Room

Shelving

Kitchen Sink

COMMERCIAL KITCHENITEM COST AMOUNT TOTAL

$4,500

$2,500

$1,500

1

1

1

$4,500

$2,500

$1,500

$4,500 1 $4,500

$735.80

$2,200

$5,700

1

1

1

$735.80

$2,200

$5,700

$250 6 $1,500

$200 20 $4,000

Boothes

Tables

Chairs

Ordering Counter

Bar Counter

RESTAURANT AREAITEM COST AMOUNT TOTAL

$175

$115

$50

8

17

52

$1,400

$1,955

$2,600

$29,90/SF 45 SF $1,345.50

$15/SF 75 SF $1125

Pavers

LANDSCAPEITEM COST AMOUNT TOTAL

$9/SF 1500 SF $13,500

Sprinkler System $4,500 1 $4,500

Landscaping $6/SF 500 SF $3,000

PROJECT Expenses

30

Interior Doors

Windows - Small

Windows - Large

Exterior Doors

DOORS & WINDOWSITEM COST AMOUNT TOTAL

$158.10

$79.4

$540.10

3

7

2

$474.30

$555.8

$1,080.20

$724 1 $724

Paint CMU

Paint Ceiling

Paint Drywall

Trim

PAINT & FINISHESITEM COST AMOUNT TOTAL

$2.45/SF

$1.24/SF

$1.02/SF

1950 SF

2750 SF

2400 SF

$4,777.50

$3410

$2,448

$15/SF 240 SF $3,600

Dumpsters

MISCELLANEOUSITEM COST AMOUNT TOTAL

$7.17/SF 2750 SF $19,717.50

PROJECT Expenses

Total Initial Project Cost $236,862.84

Adjustment (6%) $222,651.07

Contingency 20%

FINAL REHAB COST $267,181.28

31

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

E. ROI #2 Return on Taxes

ROI #2 Return on Taxes Percent

F. ROI #3 Appreciation

ROI #3 Percent

TOTAL ANNUAL ROI

199%

$2,663.81

1.5%

$17,520.90

10%

$370,430.71

Pro Forma Analysis

32

A. Cost of Rehab

a. Hard Costs

b. Soft Costs $40,183.77

c. Rent-Up Costs $10,000

Sub-Total $317,365.05

Usable Square Footage 3304

Sales per Square Foot $300

Gross Proft

Food Costs (2% of profit)

Paper Costs (2% of profit)

Payroll (30% of profit)

Total Cost Standards

Occupancy Costs

$991,200

$198,240

$19,824

$297,390

$515,554

$99,120

$267,181.28

B. Gross Profit

C. Operating Expenses

Total Operative Expenses $614,674

Mortgage

Interest Rate Percent

Number of Years

$408,022.54

5%

30

D. Debt Service

Monthly Payment

Annual Debt Service

$2,190

$26,280

E. Return on Taxes without Tax Credit

Total Property Value

Less Value of Land $213,000

Depriciable Base $371,030

Number of Years 39

Annual Depreciation $9,513.59

Tax Bracket 28%

Return on Taxes

ROI #2 Percent

Property Value

Annual Appreciation

Appreciation Return

ROI #3 Percent

$2,663.81

1.5%

$584,030.05

3%

$17,520.90

10%

$584,030.05

F. Appreciation

a. Hard Costs

Total SF Rehabbed

Cost per Square Foot $86.03

Total Hard Costs $284,235.40

Area Modification (5%) $17,054.12

Sub-Total $267,181.28

Architect& Engineer Fees (7%) $18,702.69

Legal Fees

Permit Fees

Construction Start-Up (2%)

Developer Fees

Sub-Total

$2,000

$2,137.45

$5,343.63

$12,000

$40,183.77

3304

b. Soft Costs

c. Rent-Up Costs

Advertising

Sub-Total

$10,000

$10,000

Pro Forma Analysis

33

PROJECT SCHEDULE

Architect

Financing

Permiting

Demolition

Site Work

New Framing

Rough-In Electric

Rough-In Plumbing

Rough-In HVAC

Inspection

Electric

Plumbing

HVAC

Drywall

Landscaping

Paint

Floor

Trims

Clean Up

Board of Health Inspection

C of O

1 MONTHS2 3 4 5 6 7 8 9 10 11 12

34

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

http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.aspx?RollYear=2015&PIN=2004315004 1/5

2015 Chatham County Board of Assessors 2004315004Property Record Card 1020 E BROAD ST SAVANNAHAPPRAISER vmmccuenLAST INSP 03/26/2008APPR ZONE 000002

LOTS 99 THRU 105, 109 THRU 117 & PT OF LOTS 106 THRU 108 SCHLEY WARD JONES DOUGLAS OMAR TEMPLE NO 21

25831 US HIGHWAY 80 WPORTAL GA 304505218

CAMA ASMT 213,000 213,000 LAND 165,000 65,000 BLDG 43,700 3,700 OBXF 4281,700 281,700 Cost MS

SALES BOOK /PAGE

INS VI QU RSN PRICE

09 Oct 1987 136C 0458 WD V Q Q7 50,000GRANTOR:WILMA HORTON LYNCH GRANTEE:OMAR TEMPLE #21

20 Mar 1987 133T 0540 QC I U UNGRANTOR:R. T. COE & S. E. JONES GRANTEE:WILMA HORTON LYNCH

04 Jun 1981 116S 0836 WD I Q 65,000GRANTOR:SAM R. LYNCH GRANTEE:R. T. COE & S. E. JONES

13 Jul 1973 102N 0727 WD I Q 27,500GRANTOR:JOSEPHINE M. DEMERE GRANTEE:SAM R. LYNCH

07 Feb 1929 25H 0090 WD V QGRANTOR:GRANTEE:JOSEPHINE M. DEMERE

PERMITS TYPE DATE AMOUNT040789B RF 04 Mar 2005 Insp 2,000

COMMENTS:07 Mar 2005 2005, HCC, NO WORK DONE

TO BUILDINGS. NO SFR ONPROPERTY. CANCEL PERMIT# 040789B.

09 Aug 2002 2000 NEW PIN; COMBINATIONOF 243151 & 2431521/31/00 2002 HCC, REVIEWEDFOR APPEAL FENCES BROKEDOWN, ROOFS CAVIN G INOR LEAKING. BLDGS HAVENO T BEEN USED IN 3 YEARS.ALL IN BAD SHAPE. SEND 21DAY LETTER.

[Click for larger picture]

CODES PROPERTY USE 0002 COMMERCIALUTA 0002 SavannahNBHD 005500.00 E500 EASTSIDEEXEMPTIONS COMMCATEG 353 Retail Store

HISTORY LAND IMPR TOTAL 2014 213,000 67,700 280,700 Cama2013 213,000 68,300 281,300 Cama2012 213,000 33,000 246,000 Cama2011 213,000 33,000 246,000 Cama2010 213,000 33,000 246,000 Cama2009 213,000 46,500 259,500 Over2008 213,000 46,500 259,500 Cama2007 213,000 46,500 259,500 Cama2006 213,000 46,500 259,500 Cama2005 213,000 46,500 259,500 Cama2004 213,000 53,000 266,000 Cama2003 213,000 53,000 266,000 Cama2002 266,000 A/C2001 142,000 97,000 239,000 Cama2000 142,000 97,000 239,000 Cama

EXTRA FEATURESID# BLDG # SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE69332 41835 AWN STY 14 FR CHEAP

Carport(roof caved in NV)19 10 190.00 U 6.30 1,197 1953 1953 OC 1.00 12

69333 41835 CONCRETE PAVE 500ALL CRACKED NO VALUE

0 0 7289.00 U 2.73 19,899 1953 1953 OC 1.00 199 200

69334 41835 6'CL FENCE 3 BARB WChain link fence

856 1 856.00 U 14.50 12,412 1953 1953 OC 10.00 1,241 1,100

69335 41835 Comm porch avgCOOKOUT AREA BESIDE CLUB

37 20 740.00 3 11.68 8,643 1989 1989 30 2,679 2,400

LANDID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE51101 LODGE/CLUB/HEALTH 0 0 71,003.00SF 4.00 1R CN25 213000

5/25/2015 Chatham County Board of Assessors: 2015 Property Record Card 2004315004

http://boa.chathamcounty.org/DesktopModules/ChathamCounty/BoardofAssessors/PropertyRecordCard.aspx?RollYear=2015&PIN=2004315004 5/5

AREA 2664STORIES 1.0PERIMETER / SHAPE 276

OCCUPANCIES AREA % CLASS HEIGHT QUAL442 Bar/Tavern 2664 100.00 C 10.00 2.00

COMPONENTS Units % QUALC2 611 Package Unit 100.00C1 812 Concrete Block 100.00

2015 Chatham County Board of Assessors 2004315004Property Record Card 1020 E BROAD ST SAVANNAH

BUILDING SECTION4183812015

CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VALCommercial 236,377 1953 1968 MS 80.00 0.00 0.00 0.00 80.00 47,275 1.00 47,275

[Click for larger picture]

"GRENADIER CLUB" ONE STORY CONCRETE BLOCK TAVERN;10'HIGH,BUILT IN 1953,REMODELED IN 1989, 740 SF PORCH FOR COOKOUTS.

36

37

Documents

Adaptive Rehablitiation Proposal - La Campesina Mexican Restaurant