HomeMy Public PortalAboutGABBY LN_4DATE ISSUED: 05 -9 -2013
WORK DESCRIPTION
WORK LOCATION
OWNER NAME
ADDRESS
CITY, ST, ZIP
PHONE NUMBER
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE
TOTAL FEES CHARGED
PROPERTY IDENTIFICATION #
PROJECT VALUATION
CITY OF TYBEE ISLAND
BUILDING PERMIT
DEMO EXISTING D'WAY /REPL W /PAV
4 GABBY LANE
MICHAEL DENMARK
PO BOX 215
TYBEE ISLAND GA 31328 -0215
SAVANNAH HARDSCAPES, INC
64 MCDOWELL CIRCLE
HARDEEVILLE SC 29927
P
$ 125.00
PIN #4- 0003 -01 -037
$15,975.00
PERMIT #: 130291
TOTAL BALANCE DUE: $ 125.00
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil
and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all
environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work
will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless
work has begun within six months of the date of issuance.
Signature of Building Inspector or Authorized Agent:
'02-1-3 6-46 v :64 Vv 1 f� �' 2, $/ c
fQ�,bonom-, :ci4-, iS
- 26--4. 4 AAQ,c,JoAe gaps 03 /pe,“les, nos-L. Cike.
:0411m,s0
G
P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -9539
w■w.cityoftybee.org
From:
/3 4,1 qf
Property Address:
41-I G 466y L4,<
051" '' '3 08:46 #318 P.001 /001
City of Tybee Island, Georgia
912- 472 -5033 or 912- 472 -5031 - Fax 912 - 786 -9539
APPLICATION FOR BUILDING PERMIT
s�
1/46 - 0/ -037
❑ Single Family
O Duplex
❑ Multi- Family _
❑ Commercial _
Details of Project
(Check all that apply)
❑ Discovery/Tearout
❑ Footprint Changes —
units new square feet
units heated /cooled
atmo elrpar4- e'i'sli d rNfkg y
Pe P4J .er Gtridl U y
z1417
❑ Demolition of Structure
❑ Other
Estimated Cost of Construction: $ (materials + labor + profit/overhead)
If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon
the scope of the work, two sets of construction drawings and/or a site plan may be required.
Year Built: Listed on National Historic Register or located within a National Historic District? Y / (N
* Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designation, you
may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island.
* Also see the Tybee island Land Development Code Article 14: Historic Preservation
During construction: I_
On -site r stroom cilities will be provided through rPMtol4Ae.f . Construction debris will be disposed
by S4u& Y f1&rcts q by means of Cortpkty Vthk.I . 1 understand that I must comply with zoning, flood
damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and
regulations. I realize that 1 must ensure the adequacy of drainage of this property so that surrounding property is in no way
adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that
may be necessary to restore drainage impaired by thi% ermittjd construction.
Date: '1 /Z3 .13 Signature of Applicant:
Printed Name ittilly "«} 1 ill. 60 •13a€
Note: A permit normally takes 7 to 10 days to process
Approvals:
Planning & Zoning Manager
Building Official
Water /Sewer
Storm /Drainage
City Manager
6'2a4,6
FEES
Permit
Inspections
Cap Cost Rec
Water Tap
Sewer Stub
Eng. Fees
Aid to Const.
TOTAL
Name
Mailing Address
Telephone
Owner
,l�
t i
l l& %4 t M4!K
�'
Li 6t(v y� t 1 l tee
Home:
Cell: 1 o• tol NO
Architect or
Engineer
Contractor
S41k' 111,0150+P-
/r� n
f�! Plc6 1 Or H4ik
CCell:e. �Z -46Q sv,
❑ Single Family
O Duplex
❑ Multi- Family _
❑ Commercial _
Details of Project
(Check all that apply)
❑ Discovery/Tearout
❑ Footprint Changes —
units new square feet
units heated /cooled
atmo elrpar4- e'i'sli d rNfkg y
Pe P4J .er Gtridl U y
z1417
❑ Demolition of Structure
❑ Other
Estimated Cost of Construction: $ (materials + labor + profit/overhead)
If applicable, attach a copy of the certified elevation certificate and /or survey of the property. Depending upon
the scope of the work, two sets of construction drawings and/or a site plan may be required.
Year Built: Listed on National Historic Register or located within a National Historic District? Y / (N
* Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designation, you
may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island.
* Also see the Tybee island Land Development Code Article 14: Historic Preservation
During construction: I_
On -site r stroom cilities will be provided through rPMtol4Ae.f . Construction debris will be disposed
by S4u& Y f1&rcts q by means of Cortpkty Vthk.I . 1 understand that I must comply with zoning, flood
damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and
regulations. I realize that 1 must ensure the adequacy of drainage of this property so that surrounding property is in no way
adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective action that
may be necessary to restore drainage impaired by thi% ermittjd construction.
Date: '1 /Z3 .13 Signature of Applicant:
Printed Name ittilly "«} 1 ill. 60 •13a€
Note: A permit normally takes 7 to 10 days to process
Approvals:
Planning & Zoning Manager
Building Official
Water /Sewer
Storm /Drainage
City Manager
6'2a4,6
FEES
Permit
Inspections
Cap Cost Rec
Water Tap
Sewer Stub
Eng. Fees
Aid to Const.
TOTAL
From:
04/ 'r '3 14:01 #301 P.001 /001
LEAD -BASED PAINT RRP RULES
Ordinary renovation and maintenance activities can create dust that contains lead. Contractors who perform
renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning
work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet
Renovate Right: Important Lead Hazard information for Families, Child Care Providers, and Schools.
Contractors must document compliance with this requirement. After April 22, 2010, federal law will require you
to be certified and to use lead -safe work practices. Georgia Environmental Protection Division Lead -Based
Paint and Asbestos Program (404) 363 -7026.
Projects must be done by a Certified Lead Renovation Firm AND a Certified Renovator
When disturbing lead -based painted or coated surfaces or components more than 6 ft2 per interior
room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size.
* * * * * * * * * * * * * * * * * * * **
Asbestos /Environmental Notification to Georgia EPD for
Projects Involving Demolition, Wrecking, or Renovation
The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission
to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a
structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation
Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia
Environmental Protection Division administers the rules. In most cases, the rules require both the owner and
the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by
an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before
renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed
demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the
building. Further guidance for regulatory compliance and contact telephone numbers are provided by the
brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such
as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have
EPD regulations that could affect the project.
* * * * * * * * * * * * * * * * * * * **
BMPs
While BMP deficiencies are not necessarily the fault of the owner or his agent, BMPs are their responsibility.
Two areas of deficiencies are in the most basic and common BMPs; Co — Construction Exit and Sdl —
Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment
Control in Georgia, Fourth Edition 2002, Georgia Soil and Water Conservation Commission;
http:// www. gaswcc .org /docs /field_manual_4ed.pdf.
Problems with the Co is not limited to the installation, but to material. The stone will be a representation of
1.5 ° -3.5" stone or larger.
Type A sediment barriers have been installed where Type C is required and shown on the permit drawings.
Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall
over) without impacting the second one. The complete assembly and installatio m t be compliant; steel or
wood posts • ost spaci a • , Type C or A.
Signature for rece' •t of Lead Paint, Asbestos, and BMP notices.
Printed Na e
/3
D -te
-414 gfivoway$ must be cOrtStrUatdd
PStmeable
27-0"
DRIVEWAY PLAN
SCALE: 1/8" r-011-
Land Development Cod
3-080-B-1
A driveway opening which
connects a residential iot with
• public street shall not b •
greater than twenty-flys OS}
toot in width.
From: 05' "' "13 09:10 #323 P.003/011
1
Bill to:
Project:
Ship to:
Rep:
Date:
Plans:
Quote*:
Estimate Summary
Michael Denmark
Denmark Residence (Revised Tramron Opt/an 1)
4 Gabby Lane, Tybee Island, GA
AG
5/2/2013
None Provided
OD2JnS _ kaw
Area
No.
Desc
Selections
Tfoff
QTY
Per
' -
.
..
'1:,17iitMtivay
Demo and export 1005 s.t
of existing concrete and
gravel &Noway and wabcway
cutting asphalt straight for
the new pavers; than furnish
and install new permeable
Tremron 3 -1/8" x 4" x 8"
Permeable, South Beach
Color Paver on 1 -1/2" *89
Stone setting bed, 6" *57
stone base, non woven filter
fabric and secrete edge.
. 0..
A: Demolition
(1005 st)
Bobcat
1
1
day
day
Sunbelt
Jack Hammer
1
1 "
Sunbelt
Air Compresser
1
1.
day
Id
Including excavation for
pavers
Construction Dempster
2
2
Sunbelt
Hand Held
16" Gas Cut OH Saw
1
1
Is
Carroll and Carroll
Utilize 550 for Delivery
Asphalt Patch
1
ti
ton
1
3 Men x 1 Day
Demo Labor
1
1
day
1005
1105:5
0
0
B: New Paver Driveway
(1005 af)
Non Woven Filter Fabric
1132
1245 2
61
6" 957 Stone Base
32.569
35.826-
ton
1 -1M" R89 Stone Base
8.1424
6.9586.
ton
Tremron 3-1/8" x 4" x 8"
Permeable, South Beach
Cola Paver
1005
4105:3
sf
Full Truck Freight
Freight
1
Bobcat
1
1.
day
1x89 Stone Joint Piker
1.005
1:1055.
ton
Secrete Edge
10.6
,.11`66
bag
2
Paver Labor
1005
;1105.5
sr
3
With Lap
Fabric Labor
1132
:1245.2.:
St
1005
9105.5
0
G \Estimato0AG Eshmates■lohaen Denmark. Denmark Residence - Revered Tremron Option 1 - Q02205 - MW njsm
10:24 AM 513/2013
From:
6 1 i 1 4
05' "J 13 09:10 #323 P.005/011
2
1
A -A
D i D
c
t3
A
module 200
199,5
17,8
50
v
0
0
E
36,1
50
17,8
T-
A
6 1 5
surface: 188,50 cm'
volume: 0,053 ft3
4
staneheight BO
Hodeltnummer
W2 —Nr.
DP —Nr.
4wB s
van+ an
w w;a
Urct
Zuschnjt :
Nam
Verfahren:
hiac. + Oen Bae
Bah XII01 Commercial Permeable Paver
199,5x99,5x80
ap A
Chamfer (4 +1)x2 Socket l nm b0od around
W ,as umt - 10.1310616.AA.00001.IDW1 Ver 3
as r D. ra Nut Wk131006 M COM,,Php AUCWeenl:
3 T 2
1
c
l3
A
From:
05'-'J '13 09:10 #323 P.006/011
Temron
GROUP
Permeable P ;:,
Sr- R,;
Tremron
OPOUP
From:
05'-' —13 09:10 #323 P.007/011
Permeable P.1.4 's
Trei ? ?ron Permeable Pavers
Innovative System Designs to Prepare for the Future.
Tremron
GROUP
From:
05"(4/^^13 09:11 #323 P.008/011
ENGINEERED FOR FUNCTION, MANUFACTURED FOR AESTHETICS.
Tremren Permeable Pavers have Iowa( life•cycle costs than asphalt and are offered in a
magi of colors that will fat you look at roadways and parking tent differently.
A•uaPaver
Roan hag Bond Pattern
Void Spate Wpm" keel z 91%
Herrxylone Pattam
Void Speee IOPen Areal = TO%
3D VIEW
FRONT VIEW
7
3.15"
(80rran)
SIDE VIEW
Imagine your whole project as a landscaping opportunity — and imagine the impact
of having the "retention pond' under the parking lot.
SF -Rima'
1 ) r r )
—
r 1
t r 1 1 11
Stack Bo dPattern
'kid Spec. (Open Ana). 3'
FRONT VIEW
Stack Bond Pattern
Void Space (Open Area) =1'
30 VIEW
S!OE_VMW
From: 05'- '" ^13 09:15 #323 P.0O8/011
ENGINEERED FOR FUNCTION, MANUFACTURED FOR AESTHETICS.
Tremor' Permeabla Pavers have lower life-cycle costs than asphalt and are offered in a
range of colors that will let you look at roadways and parking lots differently.
At uaPaver
Ronne BoMP.aem
V_E Span IOpen Areal 91%
b N S=1071 PoAne
ean =
TO%
1111—F-4.801
122mm)
9.72' (247mm)
roe vlEkv
30 VIEW
FRONT VIEW
SIDE VIEW
imagine your whole project as a landscaping opportunity — and imagine the impact
of having the retention pond" under the parking lot.
SF -Rima
- -4 a--_
0-
1 I-
r 1. I I ! 1
Stuk eopO Pat tern
VON Sou. IOpen
FRONT VIEW
Void Spce Bman PmaN
-1'
3D VIEW
efOE VIEW
From: 05'- "f""'13 09:16 #323 P.009/011
ADA REGULATIONS FOR
INSTALLING PERMEABLE PAVERS.
GRATINGS
e
gratings are boated
m walking surfaces.
thenmeyshaa Pave I
spaces no gnaw
than 1Rm 113 mm)
wide in one &scums
CHANGES IN LEVEL
Ganges in level op to
1/4 in 16 nun) may be
venbai end without
,p edge treatment-
Changes in level between 1/e
in and 1/2 in (6 mm and 11 mm1
Shag he beveled with a a lope
no greeter than 11
2
Ga09esin levelp eateotan V2int13 mmsha be accomplished by means of a ramp the complies wide sections
a.t a a.g al the ADA Acoeasibithy Guidelines
WIN WGA.Rnnr ACI AC0EGnatm 00002INE$. 5(000x11.17 Nil, 1,
TRAFFIC LOADS.
Once site feanllpty has been determined, sbucenal capacity requirements can be abWated. Adequate dvcknesses
must be designed in order to ensure that subg rides are protected horn traffic Iwds.
DISTRIBUTION OF
TRAFFIC LOADS ONTO
UNDERLYING LAYERS
. 0 4 1 , 1 0 • 0 ' • ° \•Oo o
e0e/e•O a 00• e• O \, •0
Base /Sub -base 0/. °/e 000 0 00 0 ,00 • • 0 ° 0 ° 0 e 0 °0 °
�i Ro
Subgrade Soil�����������������
TREMRON PERMEABLE PAVERS:
AN 8,000 PSI ROADWAY
SURFACE THAT'S EASY
TO CLEAN, WITH NO
CATCH BASINS REQUIRED.
Rase design and installation are critical to the performance
of the Trimaran Permeable Paver system. The load on top
of the pavers and water discharge set/Ointments atter it
has in2hrated the surface will dictate the requirements
far the base. You can consider incorporating storage systems
that can handle contaminated run -off, such as a garage or
airport night hncuf.
POLLUTION REMOVAL
EFFICIENCIES.
Zinc 92 -92%
Copper 50-89%
Total suspended solids 60 -90%
Total Phosphorous 65%
DESIGN PROCEDURE FLOWCHART
0
Sit-net nral rl,tulysis
Puccement Structure:
"type brad thickness of
pavement layers
i
Nydrulogical
Analysis
Drainage Design:
Drainage features
and chuiuctcristic
Consider changing
» Drainage characteristics
Cn,nider changing
»Thickness of Pavement
granular layers
NCx - G4MaAGLEnnEN100,N6 C0NCRE1E PAYIn101a0SIGN P1OF15y00At10l 0.11 0 ro. 1xn1CC4x40002111E MAU1013Sntult'
From: 05' -^/ '13 09:17 #323 P.010/011
INFILTRATION.
Rule of
thumb
to calculate
base thickness:
25 tb3 t •,.
of base - -. 1 7
st0tasaboat b Sub -base
I inch
of wates
Alitti#0(C
BEDDING
o; °. 0 :0•o'•O ° goo
° ° .O o ° •0 00. o' 0 o•0
O. •
°
0 0 ° 00°
O 0 0 0 ° O 0 •
0 0 °0 00 0 °O..AOOo,o 0
Base Luycr(s)
Open surface
area is 9 % -11%
The 'medal
ittfthaatioe rate
could be as high
as up to 500 -2,003
inihr, but the
Lifetime design
itfitlatioe tribe
entire pavement
(2D years) can
conservatively
be set at 3 in/hr
The in Walton rates ere dependent open the noun 1Irmo materiel, the bedding and hose mater1ats
Open graded crushed aggregate Riad info the joints of SF-1Gme pavements have an mdiel infstretion of over 500 infhc
The open eroded bate materiel hes even higher inhprglon, nnmeev between 503 to 20)30 irdhr
Although the percentage of the openings of ,he pavement surf 1.1 it smelt it provides a large amount of in5hraoon 010
the pavement.
However, the infi0retion capacity *wrongs over time due to deposits otfine rnateri00 clogging of the surface and the brae.
A few veers ego when only ■ limited =nay on the long term perlonnence of pormeebte pavemems was avatbble.
Scientists end uaeuohe's in Germany. commissioned by SF came to the preliminary oonckrsion that whho0t bavins
the experience el emit testing 20 your old pavements a the field, s very conserve live tielime Mletralion rate of
1.1 inihr would be a reasonable - although this was a very conservative estimate.
years have gone by and more experiences and results are evailebie which suggest Mel the pawl long term initiation
is much higher end can be given now- and that is also a conservative approach - at3 inhr.
This infiltration rate fora Nehru design infiltration terse ponds with experiences in the United States This
inthration rate will take in most storms
90
INFILTRATION RATES.
MEASURED FIELD INFILTRATION RATES OF SF -RIMATM
(DATA FROM BORGWARDT 1995)
h„i. Appi,, .rant n;
Nit
5; ,r
al rl,a
\r.
Parkinu� Lm
n»„
J:uut fill,"
(00. 2 3 win
Cl. ,spot_ 2 5,.m:
1,!(04:;.0. k.11:
ol.,
1.
2e
neat,
From: 05'- '/"13 09:19 #323 P.011/011
LEED® CERTIFICATION CREDITS
WITH TREMRON PERMEABLE PAVERS.
Think outside the box...literally Earn more 0EED oaths for your project by making the perking areas more attractive
and integrated into the environment.
FOlibl I5t IICU LI:1 Li; :, AVAiLAUli. I'J :lI
CREDIT No
61
CREDIT NAME
Stammerer
Management
Rate and Quantity
CREDIT REQUIREMENTS
To minimize impervious surfaces
and o encourage 9w natural
processes of "detrain Determine
existing site imperviousness.
Design for 50 percent or less
imperviousness within a 15 year,
241v peak discharge rate
PRODUCT COMPATIBILITY
SP 4Eme10 and Aqua Paver
permeable concrete pavements
can reduce runoff up to 100
percent Mom Meq uent, low
"dentiy andshon ra170700 ms.
The bingtenn infiltration rate u
estimated at 75rnm9x i3ingu1
for a 20 -year initial service fife.
It is recorrmerded however,
to provide drainage swigs to
handle Rows that exceed the
design rainstorm.
Stannweter
Management
6.2 Treatment
Heat Island Effect
Non -Roof
7.1
11542 Recycled Content
75 pert ern
15 percent
Inca consumer •
p0St WW I:r1a)
51 5 52 Regional Materials:
10 percent and 20
percent (Extorted
and Manufactured
Regionally)
Removes CO percent of the average
annual post-development total
suspended solids CTSS) and 40
parsed of do average ammo/ post-
development tool phosphorous
I1PI based on Ow 'omega email
ail
loadings Marra" stomsless then Or
equal to the 2,year724 -how storm.
Provide shade (within5 years) and/
or use fight- cokxedfiigh- albedo
materials [reflectance of et least t13)
and/or open grid pawment for at
least 37percent 51150 she's non-roof
impervious surfaces, including
parking bits, walkways, plazas, etc.
7.5 percent to 15 percent recycled
content as a project average
Iby weight) at all Division 2 -10
project motorists.
10 percent to 2npercent of are Divisor)
2 -10 project materials Illy weight)
to be extracted and manufactured
within 000 to 2400 krn 1500 no 1,500
mees)via suck or rail respectively.
SF permeable concrete
pavements can reduce TSS
by up to 95 percent and TP
by up to 70 percent
SF permeable pevemants
which are tight colored can
assist in meeting this 0550
raquvemant.
Product conteins3.5 percent
po5andu3eisl and 0 percent
post - consumer recycled
content
This criteria is dependent on
manufacturer and eta location.
Chatham County Board of Assesso •2 Property Record Card 4- 0003 -01 -Zr. Page 1 of 2
2012 Chatham County Board of Assessors
Property Record Card
4- 0003 -01 -037
4 GABBY LN TYBEE ISLAND
APPRAISER tlwhitfi
LAST INSP 05/10/2007
APPR ZONE 000008
LOT 2 MARSH INLET SUB PRB 16P 55 .16 ac
DENMARK MICHAEL D
PO BOX 215
TYBEE ISLAND GA 31328
CAMA ASMT
175,000 175,000 LAND 1
180,300 180,300 BLDG 1
55,400 55,400 OBXF 3
410,700 410,700 Cost - MS
SALES BOOK / INS VI QU RSN PRICE
PAGE
02 Jun 361M 583 WD I Q 443,777
2010
GRANTOR:KINGSTON & BLUE RITA K & PETER
G*
GRANTEE:DENMARK MICHAEL D
30 May 308N 0559 WD I Q 525,000
2006
GRANTOR:TREMOLA & AGOSTINELLI MAR
GRANTEE:KINGSTON & BLUE RITA & PE
23 Jan 246A 0628 WD I Q 307,000
2003
GRANTOR:PADEREWSKI BARNEY & JULES
GRANTEE:TREMOLS & AGOSTINELLI MAR
09 Dec 199C 0284 WD V Q 160,000
1998
GRANTOR:BISHOP CHARLES J & SYLVIA
GRANTEE:PADEREWSKI BARNEY & JULES
COMMENTS:
27 May 2011 TY011 MISSED ENTERING L8
- E &R 2011
15 Apr 2011 TY11 10S ENT MICHAEL
DENMARK; RCPT MLD TO
OWNER
12 Aug 2010 TY11 10S REM PER 361M/583
18 Dec 2007 TY08 10S ENT /NEW S/D VAL
DUE TO PREV HS IN 2
COUNTIES APW
05 Dec 2007 TY08 10S REM /HS IN
CLAYTON CTY SENT REM
LTR 12/5/07 APW
13 Apr 2007 TY07 10S ENT 4 -13 -07 BJM
24 Aug 2006 TY07 10S REMVD 08/24/07 JS
*TY07 SURV
28 Feb 2005 ADD CHG PER FORM 02/28/05
JLM
22 Apr 2004 TY04 10S ENT 04/22/04 JLM
21 Jul 2003 *TY04 EACH 1/2 INT
20 Dec 1999 2000 NEW PIN; SPLIT OUT OF
4- 3 -1 -35 PRB 16P 55 12/20/99
[Click for larger picture]
SAGIS
ett Chatham County
lax Commissioner
x1;i Pic -it: T3, 'tatm nt
CODES
PROPERTY 0006 RESIDENTIAL
USE
UTA
NBHD
0004 Tybee Island
020226.00 T226 TYB MARSH
INLET
EXEMPTIONS S1 L1 L9 L8
HISTORY LAND IMPR TOTAL
2011 175,000 235,700 410,700 Cama
2011 175,000 235,700 410,700 Cama
2010 175,000 235,700 410,700 Cama
2009 175,000 310,500 485,500 Over
2008 175,000 310,500 485,500 Cama
2007 175,000 303,500 478,500 Cama
2006 175,000 210,000 385,000 Cama
2005 175,000 210,000 385,000 Cama
2004 175,000 176,000 351,000 Cama
2003 125,000 176,000 301,000 Cama
2002 125,000 125,000 Cama
2001 125,000 125,000 Cama
2000 30,000 30,000 Cama
EXTRA FEATURES
ID# BLDG # SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE
136590 84447 Slab w /walls Under 0 0 704.00 G 16.48 11,602 2002 2002 IR 10,790 18,300
136591 84447 Gd Cpt Flat/Shed Rf 0 0 1059.00 G 11.48 12,157 2002 2002 IR 11,306 19,200
136592 84447 Roof Scr Por /Slab GD 0 0 464.00 G 24.34 11,294 2002 2002 IR 10,503 17,900
LAND
ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE
108576 SINGLE FAMILY RES 58 121 1.00 -LT 175000.00 R1 175000
http: //boa. chathamcounty. org /DesktopModules /ChathamCountyB oardofAssessors /PropertyRecordCard.asp... 4/24/2013
Chatham County Board of Assessors: —1- 'roperty Record Card 4- 0003 -01 -0?
2012 Chatham County Board of Assessors
Property Record Card
BUILDING SECTION
84447 -1 -2012
Page 2 of 2
4- 0003 -01 -037
4 GABBY LN TYBEE ISLAND
CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL
Residential 176,275 2002 MS 7.00 0.00 0.00 0,00 7.00 163,936 1.10 180,300
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[Click for larger picture]
SECTION TYPE 1 - Main
AREA 2204
TYPE 1 - Single- family Residence
FRAME 1 - Stud Frame
STYLE 5 - 1 1/2 Story Finished
QUALITY 4.00
CONDITION 3.00
# UNITS 0
# OF BEDS / BATHS 3 / 3.00
COMPONENTS
R1 107 Frame, Siding, Vinyl
R2 208 Composition Shingle
R3 352 Heat Pump
R4 402 Automatic Floor Cover Allowance
R6 601 Plumbing Fixtures ( #)
R6 602 Plumbing Rough -ins ( #)
R6 622 Raised Subfloor (% or SF)
R11 904 Slab Porch (SF) with Roof
Units
13.00
1.00
QUAL
100.00
100.00
100.00
100.00
240.00
http: //boa.chathamcounty. org/ DesktopModules/ ChathamCountyB oardofAssessors /PropertyRecordCard. asp... 4/24/2013