HomeMy WebLinkAbout1681 Rinehart Rd (4)CITY OF SANFORD PERMIT APPLICATION
Permit #: u
r ` \ \
Date:i- .20— Of)
Job Address:
Description of Work:
Historic District: Zoning:
R` I" around _..,inr. WL
of Work: $ (Nftnd -
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial
G
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Contractor Name & Address:
Bonding Company:
Address: _ MAR n 7_5
Mortgage Lender:
Address:
Architect/Engineer:
Application is hereby made to Ain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requir ments of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
n
Print Owner/Agent's Name Pri Contractor/Agent's N e
Signature of Notary -State of Florida Date tignature of Notary -State of Flo ids Date
qnr tvu. Kimlee Ruffin
eo
My Commission DD311804
Owner/Agent is _Personally Known to Me or Contractor/Agent is X Personally Known to Me o a Expires May 08, 2008
Produced ID Produced ID
APPLICATION APPROVED BY: Bld g: 9 `1 Zoning: (}i J' t%5 Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
0k -6 U,54_ It
Se%0,`F-S 5\ O1* N
10'A e- TfY-05
rrr
d
pr4 f 1 h WI
a v\ a 4 rhC ee
S sr J I O. 5 Ooi kiirt -.
4 Lc u fuMe +s v F A' eGQ\
1" '
A -
OV
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAvm Jowr 3M CFA, ASA
PROPERTY ST JOHNS
PRAISER
SEMINOLE COEINTT FL.
n
1101 E. FiRsTsr Q
SANFOO, FL 32771-146B W407-665-7506 Z
Q'
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL Number of Buildings: 1
Parcel Id: 28-19-30-513-0000-0020 Tax District: S1-SANFORD Depreciated Bldg Value: $341,485
Owner: LCG SANFORD II LLC Exemptions: Depreciated EXFT Value: $14,229
Address: 1850 SIDEWINDER DR 2ND FL Land Value (Market): $768,402
City,State,ZipCode: PARK CITY UT 84060 Land Value Ag: $0
Property Address: 1681 RINEHART RD SANFORD 32771 Just/Market Value: $1,124,116
Facility Name: ST. JOHNS PLAZA Assessed Value (SOH): $1,124,116
Don 11-STORES GENERAL -ONE S Exempt Value: $0
Taxable Value: $1,124,116
Tax Estimator
SALES 2004 VALUE SUMMARY
Deed Date Book Page Amount Vacllmp 2004 Tax Bill Amount: $10,499,
CORRECTIVE DEED 07/2004 05395 1575 $100 Vacant 2004 Taxable Value: $512,268
WARRANTY DEED 04/2004 05324 0003 $790,000 Vacant DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this DOR Code ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 2 WAL-MART SUPERCENTER ONRINEHARTROAD
SQUARE FEET 0 0 42,689 18.00 $768,402 PB 65 PGS 31 & 32
BUILDING INFORMATION
Bid Bid Class Year Fixtures Gross Stories Ext Wall
Bid Est. Cost
Num Bit SF Value New
1 MASONRY 2004 10 8,415 1 STUCCO WITH WOOD OR METAL $341,485 $345,808
PILAS STUDS
Subsection I Sqft CANOPY / 72
Subsection I Sqft CANOPY / 459
Subsection I Sqft CANOPY / 24
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
COMMERCIAL CONCRETE DR 4 IN 2004 325 $634 $650
COMMERCIAL ASPHALT DR 2 IN 2004 14,718 $11,911 $12,216
FACE BLOCK WALL 2004 210 $819 $840
ALUM FENCE 2004 66 $193 $198
POLE LIGHT ALUMINUM 2004 3 $672 $672
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http-//
www.scpafl.org/pis/web/re web.seminole county title?parcel=28193051300000020&cp... 2/23/2005
MWMART ROAD
4 we
ARIL /w
i
ss r.r.aw
OOIiTglGlRlll
r9.lgF 1k ''9FNt l l91
p
A= . R=--
FM
AN-
TTT
4
wr:r r:wswT• a+'1
w—
w
r rawwr
7f 5MlR
anlH M
Client LAND CAPITAL GROUP
Art # C501 LAND CAPITAL-SANFORD-1681
Drawn By CB
Bid # C501LAND CAPITAL SANFORD-1681
Date 1-25-05
Notes:
One double sided electric pylon
sign with changeable flat tenant
panels. The sign will have an
aluminum topper with 4" address
numbers, decorative aluminum
cladding and a steel support
Structure. All aluminum
components will be painted with
Matthews polyurethane paints
that are custom mixed to match
provided specifications.
Permits and seals are included.
Final electrical connection will be
made to a provided junction box
if within 5' of the sign's location.
Custom Mix Matthews To Match
5W 6112 Biscuit
5energy Brunet
Brick planter to be provided by
A5G.
IClient Approval Date
85"
z OFFILL"W
F-171/4"-]
This drawing and artwork remains the exclusive
ypIrganyourconsiderationeratio Sin t
Group. a eof the products
51GN ELEVATION PROPOSED DOUBLE SIDED ELECTRIC SIGN WITH CUSTOM BRICK PLANTER NO SCALEyourconsitleratloninthepurchaseoftheproducts
manufactured according to these plans. This design
and artwork cannot be copied in whole or n pan, _
altered ar ezh tilled In any manner without the written `,
parmssion ofA ti nSign Group. Any unauthorized MEMBERS OF: ~_ - - — NC OUTDOOR ADVERTISING ASSOCIATION -
use of me
of
or artwork will res,l in civil liability ,
1403 HICKORY BLVD. SE, LENOIR, NC 28645 PHONE 828-728-4267 FAX 828-728-8726 www.actionsign.com
ASPHAT 1 RT
ROAD T+, '
id s PVC
d'
HOG".RE FENCE W(
7•STfWJD BARBED VA 7#
SEE
ARCHITECTURAL. AND j'':= G SITE
PLAN NOTES REGARDING
UTILITY CONNECTION
POINTS.SEE
ENLARGEMENT F_mDETAIL,
THIS SHEET (TYP)EXISTING
T RECLAIMEDWATER SERVICE5TU6-OUT I
PROPOSEDRETAIL
BLDG 8,
433.75 S.F.# F.
F. ELEV. 35.10 PROP.
8' PVC WATER LINE I L
O STUB -OUT, 8' G.V. g WITH
VALVE BOX AND
FIRE HYDRANT ASSEMBLY
PROP,
1 T X 6'TEE a
PRIGATION
SERVICE CONTRACTOR
TO CUT EXISTING T STUB -OUT TO > APPROPRIATE
LENGTH; DISCARD REMAINING STUB -
OUT WITH CAP, AND INSTALL: I'IRRIGATION METER,
METER BOX AND 11 PLUG FOR IRRIGATION SERVICE
AS SHOWN EXISTING
12' PVC WATER ' 1 MAIN
I I 1 EXISTING
FIRE HYDRANT. __ _ I
ti T.O.S. 26'
BUILDING SETBACK AND. LANDSCAPE
BUFFER n _ 2
i I I
I
I3 -
I
A
I
I
I
I
7i!
i
r
I I
i
I
I
I
I
i
I BG
1
EASEMENT 1
k, 11D
W (RIGHT -OF -WA` ) z
z
rpILI
m
A.. 1
E3
sk
s'
O wa¢
i
I . 4• WrOE Sid PER
FMT5
WOE AC PER
FOOT w_
mRV W,
DE DC FDOTINDE
HANDICAP
THE
FLOM r
B WIDE a MAX
CRW NOT
1-4°ED SILT
FLNC EROSIO'
d' y...-
rPIPESC
DUF•
SSTE' II •;
f Si ,i I ..;! i jT, 6'
VER'lC xcoNcn
r
i MSFXl
rWMIE,
I
PER
Mr. 3
t-.1y a
1NOR=
CURSTRJNOT
Uva i +
I
V TPwwrqm DDwECfPROPOSE
S'
III
STOP
SK,'TI jR• f}(
AC
E,%S WE c ll ACCESS!SIEF I
11•^^^Tt PROP. SITE I.N 1=
SNEEi C-iSFi PROPOSEC
i
mom. f
SIM SIM i
s J.
ALL WORK ANp k pppEa+
WD OS.I AND
VMW+JSN%%Z LOAOWD
AREAS. LOCATION&
z
ALL OWURSEO; 1
f AND
WATER UNT 4.
ALL CURBED RA[ X
e. i
wilwMNrIATE t
CONTRACTORIS AND
TELEPHONE I
l SEFORE COP 9A
Client LAND CAPITAL GROUP
Art At C501 LAND CAPITAL-SANFORD-1681
Drawn By CB
Bid # C501LAND CAPITAL SANFORD-168
Date 1-25-05
Notes:
One double sided electric pylon
Sign with changeable fiat tenant
panels. The Sign will have an
aluminum topper with 4" addreSS
numbers, decorative aluminum
cladding and a steel Support
Structure. All aluminum
components will be painted with
Matthews polyurethane paints
that are custom mixed to match
provided Specifications.
Permits and seals are included
Final electrical connection will be
made to a provided junction box
if within 5' of the eiign'S location.
Custom Mix Matthews To Match
5W 6112 Biscuit
5energy Brunet
brick planter to be provided by
A5G.
Client Approval Dale
This drawing and artwork remains the exclusive
property of ActionSign Group. It is submitted for
your consideration in the purchase of the products
manufactured according to these plans. This design
and artwork cannot be copied in whole or in part,
altered or exhibited in any manner without the written
permission of ActionSign Group. Any unauthorized
use of the drawing or artwork will result In civil liability.
3(
130,.75"
7
G
ActionSign Group
4" X eo- x 1.!D'
90"x21"x7'
38"x19"x1.5"--
12" White Korn.
I x 17.25" x 64.7
amps Vertical
4' DHO Lamps
9" 5pacing
83" x 15" x 4"
36" x 24" x 32"
0 12" On Center
x 36"
Steel Tube
j-171 /4"1
51GN ELEVATION PROPOSED DOUBLE SIDED ELECTRIC SIGN WITH CUSTOM BRICK PLANTER NO 5CALE
MEMBERS OF: 0AV-0 \ t
NC OUTDOOR ADVERTISING ASSOCIATION
I [lrlluUlfRn a111Ytne luihwr.._ rlll.il
1403 HICKORY BLVD. SE. LENOIR, NC 28645 PHONE 828-728-4267 FAX 828-728-8726 www.actionsign.com
ED
rd
r_
m
CD
ru
r-
M
rul
co
hard -U
Lwo I;Amw XWFIADO Cal
ftb
NMI:
Mmc
xjn'with cpAnjej;0.- ft" -'cna"t
TF e -5tgo in Fla'.oAl
Au. .ntjrn A'24,7 rPS3
r-AM-F e. I Iwat Ile k. ip-o""
3.sc'-4 :uqp^.'T
AA AkjmInu
C"r,np . ^" -al I: W.: eel wish
0,4c-,t.hd,vS X-Y_XeT* Or? Pawr55
that ;I,-_ ct'sj-0" ''j nowh
P-e r7ro f c- an! r.-A5 x 1, or. Lh*-Oi
F__.jj sj"tiro cc--r,?.,_-,r-.n wil Le
MMe tz• a w,.;./rjcj ju-"t;4n b"
f ,r:tkr. 5' *z - h-. S;466
To MX"7,v.
vomcr -'q be pvm7p-1 bi
17 '.f4'- -
92 x
4
T
1/2, vini-;e Komaux
277,
130 7__j
34 .7"",
30'x 4-Dr
x 1;4'5q Stocl
NO 5CALL
SIGN ELFI/A,110N PROPOSED DOUBLE SIDED ELECTR)C SIGN WITHCUSTOM 3RICK PLANTER
NC Ot-TDOOR ADVERTISING ASSC)CIATION
MEMDMOF
PHONE 8?.8 729-4267 FAX 926-7284126 WWW.aCtbnsign.com
1403 HICKMY BLVD. SE. LEN02, N(, 28845
8!-Ow
7l-8"
7l-1"
0
M II
o
i
ICI
II
N II
S
Iad
O I
II
M I II
O
T
I
Q II II III;
III II II
At- r,
CONCRETE
FOOTING
DIAM
ELEVATION VIEW
NOTICE:
CORNERSTONE ENGINEERS,'INC. IS
RESPONSIBLE FOR COLUMN AND FOOTING
DESIGN ONLY. SIGN CABINET COMPONENTS
AND ATTACHMENT ARE THE RESPONSIBILITY
OF THE SIGN MANUFACTURER
TS5X5X1/4
OR EQUIVALENT
I TS5X5
BRICK BASE
BY OTHERS
tD Q SIGN FACE
c- o
GROUND
CONCRETE
FOOTING
FOUNDATION PLAN VIEW
ANDREW K. LEWIS
c 'I .
fi.
G
1 1'
r
r
y
3l-0"
TS5X5
i • .'; SIGN FACE
r
CONCRETE
FOOTING
OPTIONAL CUBE FOOTING PLAN -VIEW -
TS5X5
GROUND
OPTIONAL CUBE FOOTING
ACTIONSIGN GROUP
1403 Hickory Blvd. SE - Lenoir, North Carolina 28645
Land Capital Monument ® 10'-10" Overall Height
Sanford, Florida
CORNERSTONE
e ENGINEERS, INC.
302 College Street; P.O. Box 1029 - Madisonville; TN 37354
423)420-1741 Fax (423) 420-1747
FL P.E. # 56418 Drawn By. CRS i Scale: 3/8"=1'-0" 1 Sheet: 1 of 2
GENERAL NOTES:
1. All design, fabrication, installation and construction
shall conform to the following specifications, unless
specifically noted otherwise on the drawing:
The Florida Building Code 2001
American Concrete Institute Building Code
Requirements for Reinforced Concrete (318-02).
American Institute of Steel Construction, Inc
Manual of Steel Construction (9th Edition).
American Welding Society ANSI/AWS D1.1-2002
Structural Welding Code — Steel
2. All steel components shall be as listed below,
unless noted otherwise:
All rolled shapes, plates and bars shall be
ASTM A36. or equal.
All pipe shall meet the requirements of ASTM
A53, Type S or E, Grade B, or shall meet the
requirements_of_ASTM-_A252, Grade 2-or better,_ __ _ •_ ._
with a minimum yield stress and wall thickness
that meets or exceeds the minimum values
specified for that pipe an this drawing (ASTM
A252 thickness tolerances are not allowed).
All structural tubing shall be ASTM A500,
Grade B, or equal.
All bolted connections shall be made with ASTM
A325 Bolts and shall be installed as per
AISC Specifications
All exposed materials shall be properly protected
from weathering and/or corrosion.
3. All field welds shall be made by a welder certified
in the specified position.
All welds shall be made with E70XX electrode,
or equal.
All welds shall be made in a sequence that will
balance the applied hoot of welding while the
welding progresses.
4. All concrete shall hove a minimum compressive
strength at 28 days of 3000 psi.
Signage may be installed on the structure after
a minimum curing time of 3 days, provided the
curing process has been property maintenanced
in accordance with ACI 318-02.
5. No steel reinforcement is required in cube or
auger style footings where the support column
is embedded directly to the bottom of the footing.
6. The structure has been designed to withstand a
120 mph (3—sec gust) design wind speed with a
maximum design pressure of 27.1 psf according
to 2001 FBC. (Exposure C)
This design is not valid for areas with special wind
requirements in excess of those listed above.
If the proposed structure is located in the
proximity of a bluff, the top or base of a
steep hill, or any other geogrophicai feature
that may affect the wind flow around the sign,
the installer shall contact Cornerstone for
potential redesign or re—evaluation.
7. The foundation has been designed assuming
the following average soil conditions:
Allowable Lateral Bearing Pressure of 200 psf/ft
This value is used for cube and auger footings.)
The soil allowable is multiplied by two for isolated
footing as per UBC Table 18-1—A. Footnote 3.
200 psf/ft corresponds to a medium dense sand,
or equal.
If soil conditions other than those assumed are
encountered (including soft soils, unstable or
collapsing soils, expansive soils, organic materials,
groundwater, adjacent utilitie or any other
condition of potential concemcease excavation Immediately
and contact Cornerstone so that the foundation
design can be re—evaluated. If
the structure is to be located in the proximity of
a building or any other structure, Cornerstone shall -
be- contacted -prior -to -Installation- -to evaluate any
potential impact on the adjacent footings. If
the structure is located on the side or top of
a slope in excess of 3- 1, the installer shalt contact
Cornerstone for re—evaluation. The foundation
shall not be placed in or near a fill
slope without Cornerstones approval. All
concrete shall be placed in direct contact with undisturbed
soil. There shall be no backfilled soil
placed in or around the foundation without written
approval from Cornerstone. 8.
Cornerstone is in no way responsible for the safety of
the work site during installation. The installer shall take
appropriate measures to make sure that the Installation
of the foundation and the erection of the structure
is performed using methods in compliance with
applicable OSHA regulations. 9.
If existing and proposed conditions are not as
detailed in this design drawing the installer shall
cease work and notify Cornerstone immediately. Comerstone
will not be performing on —site Inspections
or verification of conditions. It is the
responsibility of the Installer, the structure owner,
and the property owner to identify the on —
site conditions and to contact Cornerstone with any
discrepancies or concerns. It is the owner's responsibility
to locate and mark all underground utilities.
10.
Any deviation from these plans or non—compliance with
the general notes without written approval from Cornerstone
will render the entire design certification to
be void. ANDREW
K. LEWIS ACTIONSIGN GROUP 1403
Hickory Blvd. SE - Lenoir, North Carolina 28645 I
Land Capital Monument ® 10'-10" Overall Height I Sanford, Florida 0
CORNERSTONE
ENGINEERS,
INC. 302
College Street, P.O. Box 1029 - Madisonville, TN 37354 423)
420-1741 Fax (423) 420-1747 FL
P.E. # 56418 Drawn By. CRS J Scale: 3/8"=V-0" 1 Sheet: 2 of 2