HomeMy WebLinkAbout125 Centennial Dr 04-250 Front Door0
CITY OF SANFORD PERMIT APPLICATION
Permit # : O'k— S D Date: /10-/1-0
Job Address:
Description ofof Work: RrfDiet t C=ront ru DPJD/ U h l L—
Historic District: Zoning: Value of Work: $
Permit Type: Building Electrical
Electrical: New Service - # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential --,)( Commercial
Construction Type: # of Stories:
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing Repair - Residential or Commercial
Industrial Total Square Footage:
of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:_U'_-)-4U--SU—S
tFlt---
Owners Name & Address: 1 DtvQr l 141/6 e_
Contractor Name & Address:
Attach Preof of Ownership R Legal DeEc-iptien)
Phone: 4lD -7-
7eZ4 groo" WiPtk,- SDr-mAs . ;=L • 32%01 State License Number: C IZ._D4lQ4l
Phone & Fax: S%D7-(o9(/-Og30 4'/4//%
In-
G 3Slicontact Person: (1,0? Uraa Phone:
Bonding Company: Nl 7
Address:
Mortgage Lender: fl
Address:
Architect/Engineer: Phone:
Address: Fax:
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 ter management districts, state agencies, or federal agencies.
of permit is verification tha will n tify t ner of the property of the require is Florida ien Law, FS
cc Z5q7" ignature of Owner/Ag t Date Signa re ofContractor/Agent Date
S
rint Owner/Agent's Name
II''(n I M((
ri C tractor/Agent' N me
lc/103uJE "Signatur of Notary -State of Florida Date nature of Notary -State of Florida Date
U o
g o T b
FLORENCEA DEGRAVE
z MY COMMISSION # DD 164280
EX IR% November 12, 2006
oe c wner/Agent is Personal) Known to Me or Contracto z e or
yynProduced1D L SyS 'i Prod icredFl P
4`0" [O 2g o 3ONAPPROVEDBY: Bldg: / Zoning:
Initial & Date)
Special Conditions:
initial & Date)
Utilities: FD:
Initial & Date) (Initial & Date)
rrorn. rnyws wcnoias 4ut-Lub-J2%J2 io: uan uecKer Date: 10/8/2003 Time: 11:26:14 PM Page 1 of 1
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
Total $964.85 ETA 10/10 Ci/Sanford TP - stl 407 321-8543
PARCEL DETAIL
r+
y ;
rr ' o-,: 1 "I : v. c
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 03-20-30-5FT-0000-1650 Tax District: S1-SANFORD Number of Buildings: 1
Owner: SMITH HOWARD J & Exemptions: 00p
Depreciated Bldg Value: S78,431
ELAINE M HOMESTEAD Depreciated EXFT Value: $7,012
Address: 125 CENTENNIAL DR
Land Value (Market): $14,000
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 125 CENTENNIAL DR SANFORD 32773
Just/Market Value: S99,443
Subdivision Name: HIDDEN LAKE PH 2 UNIT 4
Assessed Value (SOH): $83,324
Dor: 01-SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $58,324
SALES
Deed Date Book Page Amount Vac/Imp 2003 VALUE SUMMARY
WARRANTY DEED 09/1984 01577 0100 $75,900 Improved 2003 Tax Bill Amount: $1,176
WARRANTY DEED 09/1982 01412 1825 $51,900 Improved 2003 Taxable Value: $56.371
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 165 HIDDEN LAKE PH 2 UNIT 4 PB 25
LOT 0 0 1.000 14,000.00 $14,000 PGS 66 & 67
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1982 6 1.790 1,274 SIDINGAVG $78,431 $85,717
Appendage i Sgft OPEN PORCH FINISHED / 12
Appendage 1 Sgft GARAGE FINISHED / 504
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
POOL GUNITE 1982 450 $4,050 $9,000
SCREEN ENCLOSURE 1982 1,892 $1,514 $3,784
ALUM GLASS PORCH 1982 160 $1,008 $2,240
SOLAR HEATER 1982 1 $440 $1,100
NOTE: Assessed values shown are NOT certified values and therefore ara subject fo change before being finalized for ad valorem faxurposes.
If you tecently purchased a homesteaded prooarty youl next yeat's-piopeity tax will be based on Just/Market value.
ll tp://Www.scpafl.org/pls/web/re_web.semuiole_county_title?parcel=0320305FT0000165... 10/8/2003
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M I A M 4DAI MIAMI-DADE COUNTY, FLORIDA
smaw METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Jeld-Wen, Inc.
31725 Highway 97 N.
Chiloquin, OR 97624
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County), and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "DoorCraft®" 6'8" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites—
APPROVAL DOCUMENT: Drawing No. S-2195, dated 12/14/01, with revision 2 dated 06/07/02, titled "Wood
Edge Glazed Door w/ & w/out Sidelites up to.107" x 6'8 Inswing Unit", sheets 1 through 7, prepared by R. W.
Building Consultants, Inc., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 01-1224.04
Expiration Date: August 15, 2007
Approval Date: August 15, 2002
Page 1
WOOD EDGE GLAZED INSULATED STEEL DOOR
MMNO"UNITS W/d WADUTSIDELRES
GENERAL NOTES
I. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING
CODE.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON
DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL DRESSING OR STUCCO.
4.. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THIS SYSTEM DOES NOT MEET THE WATER REQUIREMENTS FOR 'HIGH
VELOCITY HURRICANE ZONES'. (SEE NOTE DESIGN PRESSURE CHART)
6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION
AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE.
7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE
CONFIGURATION,
RESIDENTIAL INSULATED STEEL DOOR
Common to all foome conditions)
sheets 24 go. 0.021 minimum thiclmess,
vonized steel A-525 commercial quality - AKDQ per ASTM 620 with
d strength Fy(ave.)-47,575 psi.
e de ion Expanded p*styrene with 1.0 to 1.25 lbs. density, by Bold -Wen, Inc.
of = " AWn de wing: The active and inactive panels are constructed
n 24GA (0.021' min.) galvanized steel. The face sheet top and bottoms
bent 90' over the top and bottom rots. The top rail consists of LVL
uurfng 1,67' x 1.042' The bottom rag is rail formed 0.021' galvanized
d measuring 1.67' x 1.21. The sides of the face sheet are roll formed
the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67`
0'. The interior covity is filled with polystyrene. The face sheet is glued to
polystyrene. The panels are routed to receive the OIL (HP Polypropylene
ofil-P6-WFM0391) lice from The units are glazed with 0.125'
pered glass or 1.0' W. glass. The rite frames are sealed with LSD
ling compound on the exterior.
h Construction & glazing: The sash is constructed from 24GA. (0.021* min.)
mined steel. The edges of the face sheet are bent 90' over the poly -
one core and and glued to it The sashes are routed to receive the ODL
p rgpylene ihanofil-P6-30FM0391) Hie frame. The units are glared
O.f25 iemperad glass or 1.0' ins. tempered glass. The fAe frames are
ed with QSD glazing compound on the exterior.
ne Construction: The frames are constructed from Ponderosa Pine jambs
sstvnnq4riS3'x 1.25'. The head ' bs are mortised and butt joined to side
lambs and attached with (3)16G0. 2' x 7116' crown wire staples. units
use a slope adjustable aluminum threshold meas. 4.562' x 1.173' OveMold
is attached to the frame with (3) 16go. 2' x 7116' crown wive staples. 74.
5' OVERALL MAX. FRAME WIDTH 70" OVERALL 36.
625' MAX. MAX. FRAME WIDTH PANEL
WIDTH { ._ 36" MAX. 36'
MAX W/
TRA PANEL WIDTH ` PANEL WIDTH'1 r
r i= r r r21,
125 r21.125' 2
c w =
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MAX. MAX. z MAX. O
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r r r
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UNIT 37.
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5' MAX. MAX. FRAME WIDTH 36.625' MAX. 36'
MAX. FRAME WIDTH 36'
MAX. r
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WIDTH W/
ASTRAGAL PANEL WIDTH 14" MAX. PANEL
WIDTH PANEL WIDTH or
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WHEN USED G/ 'HIGH WELOCGY RAIM NE ZONES' um
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It DOUBLE WITH SURFACE BOLTS ON ACTIVE PANEL I +65.Opsf -65.Opsf W
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SEE DESIGN PRESSURE CHART
NOTES:
1. SPACING FOR 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL 70 THE
INACTNE DOOR IS AS FOLLOWS: TOP DOWN; 1.0, 3.0, 5.0" & 19.0". FROM THE
BOTTOM UP; 1.07, 3.0 5.0 20.0' & 38.75,
2. SPACING FOR 18 x 1 1/2" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2)
SCREWS 30' IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN
ON THE SIDES; 3.0, 13.0, 26.0, 39.0 52.0" & 63.0'.
3. SPACING FOR BRAD TRIM NAIL 3/4' L. ATTACHING THE QUARTER ROUND TO THE
SIDEUTE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH
MORE NAIL IN THE MIDDLE. SIDES; 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON
THE FIELD.
4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x 2 1/2"
PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB A
THE MULLION USE 18 x 2." PFH WOOD SCREW.
5. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS
AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED,
TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION.
6. THE SIDEL/TE IS SECURED INTO THE SIDEUTE JAMB WITH SILICONE CAULK ON THREE
SIDES & 3/8' x 3/8" 1/4 ROUND & BRAD TRIM NAIL x 3/4' L
7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE 110 x 2" PFH WOOD
SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE
110 x 1 3/4' PFH WOOD SCREW.
8. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 176
1" TRIM NAIL SPACED A MAX. OF 12' ON CENTER.
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SEE NOTE I DETAIL H
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2) 8 .0" L. x .312' DIA.
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26
ASTRAGAL ftffia VEX
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COMPRESSION WEATHERSR7IP
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357" DV1. ASTRAGAL
RETAINER BOLTS
WINDJAMBER If WR68J STRIKE PLATE
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1.68'%
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4 x 4 STEEL DOOR HINGE
097" THK. STEEL BY HAGER
f t.875'
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WOOD LOCK BLOCK. 1.71" THK. 15
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813.684.3831
orb. ar. WLN
cHr. w. RW
5-2195
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