HomeMy WebLinkAbout1641 Rinehart Rd (4)C
1
CITY OF SANFORD PERMIT APPLICATION
Permit # : (7),5 - \ C`"A + r
Date: t r 11- L 6 S
Job Address: 1 D 4 1/b IZto o it X [
Description of Work: itl&htll ww /6'/6" 1C PC Ir0 J i +. + • (J L v
1 J
Historic District: Zoning: Val of Work: $t O -
Permit Type: Building -)L- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # ofAMPS 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
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood, Zone: (FEMA corm required for other than x)
Parcel #: /--o - 1 I -Jo "
Owners Name & Address: LC 1
Contractor Name & Address: L f-
Attach Proof of Ownership & Legal Description)
Phone& Fa::,3kt0"VJy-2-313 30Q'Wl - 4321Ca14actPerson: T jl/ I 1 'l (1 (tl a
w
Phone:
Bonding Company:
Address: MIAR5
Mortgage Lender:
Address:
Arch itect/EEngineer:
Address: cJ W
ne: LN 3 ' W l 7-tf'
421y2-0-13.1:1
Application is hereby made to obtain 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 require ents of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Contractor/Agent Date
h
Print Owner/Agent's Name Pri ontractor/Agent' ame
i,4s—
Signature of Notary -State of Florida Date &.ig-naturJo Notary -State o Florida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me orgy„
Produced ID _ Produced ID gtp Ktmtee Rtrflirtp
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APPLICATION APPROVED BY: Bldg`I9 l "T Zoning: 4 ( $'O< Utilities: FD:tllY 08, 2008
Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
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Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
DAVrn JOHNSOK CFA. ASA
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PROPERTY
A PPRMSER 4 NrI
SEM0401 E (DIM NTY FL. y=jZ
1101 E. FirsT sT Y
sAH FOFM. FL 32771-1468 407-
665-7506 t
2005
WORKING VALUE SUMMARY Value
Method: Market GENERAL
Number of Buildings: 1 Parcel
Id: 28-19-30-513-0000-0030 Tax District: S1-SANFORD Depreciated Bldg Value: $427,793 Owner:
LCG SANFORDI LLC Exemptions: Depreciated EXFT Value: $21,163 Address:
1850 SIDEWINDER DR 2ND FL Land Value (Market): $831,132 City,
State,ZipCode: PARK CITY UT 84060 Land Value Ag: $0 Property
Address: 1641 RINEHART RD SANFORD 32771 Just/Market Value: $1,280,088 Facility
Name: RINEHART PLAZA Assessed Value (SOH): $1,280,088 Dor:
11-STORES GENERAL -ONE S Exempt Value: $0 Taxable
Value: $1,280,088 Tax
Estimator 2004
VALUE SUMMARY SALES
2004 Tax Bill Amount: $11,356 Deed
Date Book Page Amount Vacllmp 2004 Taxable Value: $554,088 Find
Comparable Sales within this DOR Code DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LEGAL
DESCRIPTION PLAT LAND
Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT 3 WAL-MART SUPERCENTER ON RINEHARTROADSQUARE
FEET 0 0 46,174 18.00 $831,132 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 6 10,326 1 STUCCO WITH WOOD OR METAL $427,793 $433,208 PILAS
STUDS Subsection
I Sqft CANOPY / 84 Subsection /
Sgft CANOPY / 525 Subsection
if Sgft CANOPY / 30 EXTRA
FEATURE Description
Year Bit Units EXFT Value Est. Cost New COMMERCIAL
CONCRETE DR 4 IN 2004 2,903 $5,661 $5,806 COMMERCIAL
ASPHALT DR 2 IN 2004 17,075 $13,818 $14,172 FACE
BLOCK WALL 2004 210 $819 $840 POLE
LIGHT ALUMINUM 2004 3 $672 $672 ALUM
FENCE 2004 66 $193 $198 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=28193051300000030&cp... 2/23/2005
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151GN ELEVATION PROPOSED DOUBLE SIDED ELECTRIC SIG*4 VATMCUSTOM BRICK PLANTER
w p.ryrsrr••n b.rN 1.JiM:.Y '.s
NG OmuooP. AOVER:ISING AssocIATION
druasr.n aan :.w.rw..wn.- MEMBERSOF.
a_ -h.ruKvuoie. — rrn,w -
t403 HICKORY BLVD. SE. LFNOIR, NC 286sS PH'JNE 628-718 4267 FAX e'18 728-B7D6 M+1MN•aCtionsgn.com
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Client LAND CAPITAL GROUP
Art # C501 LAND CAPITALSANFORD-1641
Drawn By CB
Bid # C501LAND CAPITAL SANFORD-1641
Date 1-20-05
Notes:
One double sided electric pylon
sign with changeable flat tenant
panels. The sign will have an
aluminum topper with 4" addre55
numbers, decorative aluminum
cladding and a Steel support
Structure. All aluminum
components will be painted with
Matthews polyurcthane paints
that arc custom mixed to match
provided Specifications.
Perry to and seals are included.
Final electrical connection will be
made -to a provided junction box
if within 5' of the sign'5 location.
Custom Mix Matthews To Match
5W (5112 Biscuit
5energy Brunet
Brick planter to be provided by
A5G.
Client Approval Date
I
This drawing and artwork or- tho oxGuSive
property of ActionSign Group. It Is aubmitled far
your consideration in the purchase of the products
manufactured according to these plans. This design
and artwork cannot be copied in whole or in pen,
altered or exhibited in any manner without the written
permission of ActionSign Group. Any unauthorued
use of the drawing or artwork will result in civil liability.
ActionSign Group
r --171 /4'
92" x 23" x 1.5
90"x21"x7'
88" x 19" x 1.5"
1/2" White Komatex
5" x 17.25" x 84.75''
Lamps Vertical
84" DHO Lamps
9" Spacing
53" x 15" x 4" -
96" x 24" x 32" -----
12" On Center
x 36"
Steel Tube
84.75"
51GN ELEVATION PROPOSED DOUBLE SIDED ELECTRIC SIGN WITH CUSTOM BRICK PLANTER NO SCALE
MEMBERS OF: _ iVl.. UU I DuJil HLVERTISING ASSOCIATION
1403 HICKORY BLVD. SE. LENOIR, NC 28645 PHONE 828-728-4267 FAX 828-728-8726 www.actionsign.com
Client LAND CAPITAL GROUP
Art # C501 LAND CAPITAL-SANFORD-1641
Drawn By CB
8511
Bid # C501LAND CAPITAL SANFORD-1641
Date 1-20-05
Notes:
One double sided electric pylon
sign with changeable flat tenant.
panels. The elfin will have an 34.75"
aluminum topper with 4" addresr,
numbers, decorative aluminum
cladding and a steel support
Structure. All aluminum
romponents will be palnted with
Matthews polyurethane paints i 1
that are custom mixed to rrtjtch
provided specifications.
130.75"
Permits and seals are included. 1 "
Final electrical connection will be
made to a provided junction box
If within a of the slgn's location. 18"
Guetorm Mix Matthews To Match
5W (3112 Biscuit _
energy 113runet. p.
32"
f5rick plant -or to be provided by
A5G,
r
92" x 23" x 1.5" _ -.
4 90''x21"x7"
88" x 19" x 1.5"
1/2" White Komatex
65" x 17.25" x 64.75''
Lamps Vertical
84" PHO Lamps
9"Spacing
53" x 15" x 4"
96" x 24" x 32"
4" 5tirrupe? (012" On Center
36" x 40" x 36" _ ....
4" 1/4"5 5t I T b
17 1/4''
8475"
Client Approval Dale
11, nr,IW ln[J 4,1,1 rMOIK ...... - I"P nx('t,;:iv"
yourcoconsideration
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eofthe products 51GN ELEVATION PROPOSED DOUBLE SIDED ELECTRIC SIGN WITH CUSTOM BRICK PLANTER NO SCALEyeurconaidert— in
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purchase of the products
manufactured mccordlnq to these plant This design
and Artwork Cannot be coped in whole or In pan,
altered or exhibited in any manner without the written
permissionOltileofA tionSiinGrArtworo p.AnyunwillresultncthorwllzeliabilityMEMBERSOF:
IhoN
1NyW = NC OUTDOOR ADVERTISING ASSOCIATION —
1403 HICKORY BLVD. SE. LENOIR, NC 28645 PHONE 828-728-4267 FAX 828-728-8726 www.actionsign.com
36
12' WIDE F AVED TRAIL TO BE
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PROPOSED CROSS ACCESS 7.54'
EASEMENT TEMPORARILY (BOC
KOCKED BY REFLECTORVED
TRAFFIC CONTROLS
THREE (3) PROP. RED
REFLECTORf2ED
TRAFFIC CONTROL '/"
FOR STREET 7.54•
TERMINATIONS PER (BOC
FDOT INDEX #17349
LIMITS OF t_ CONSTRUCTION
10' BUILDING
SETBACK
LANDSCAPE
R34.00'
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OVERHANG N
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7'-8"
7'-1"
NOTICE:
CORNERSTONE ENGINEERS, INC. IS
RESPONSIBLE FOR COLUMN AND FOOTING
DESIGN ONLY. SIGN CABINET COMPONENTS
AND ATTACHMENT ARE THE RESPONSIBILITY
OF THE SIGN MANUFACTURER
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BY OTHERS
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GROUND
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CONCRETE
1'-6"
FOOTING
DIAM
ELEVATION VIEW
TS5X5
SIGN FACE
CONCRETE
FOOTING
1611A z1' 1• I 111111:1W&I'•'
ANDREW K. LEWIS
FL P.E. # 56418
3'-0"
TS5X5
L J SIGN FACE
46
CONCRETE
FOOTING
OPTIONAL CUBE FOOTING PLAN VIEW -- -------- --
TS5X5
BRICK BASE
BY OTHERS
GROUND
OPTIONAL CUBE FOOTING -
ACTIONSIGN GROUP "
1403 Hickory Blvd. SE - Lenoir, North Carolina 28645
Land Capital Monument ® 10'-10" Overall Height
Sanford, Florida
CORNERSTONE
I ENGINEERS, INC.
302 College Street, P.O. Box 1029 - Madisonville; TN 37354
423) 420-1741 Fax (423) 420-1747
Project #: 050256 Dwg #: B2077 Date: 02/03
Drawn By. CRS Scale: 3/8"=1'—O" 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 sholl 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 -cc- better, - _____ _
with a minimum yield stress and wall thickness
that meets or exceeds the minimum values
specified for that pipe on 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 heat of welding while the
welding progresses.
4. All concrete shall have 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 pproperly maintenanced
in accordance with ACI 318-02.
5. No steel reinforcement is required in cube or
auger stye 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 geographical 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 utilities or any other
condition of potential concerns cease 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 Cornerstone's 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 appro note 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.
Cornerstone 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
Ff
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R
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ACTIONSIGN GROUP
1403 Hickory Blvd: SE - Lenoir, North Carolina 28645
Land Capital Monument ® 10'-10" Overall ' Height
I Sanford, Florida
0
CORNERSTONE4-2 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: 2 of 2