HomeMy WebLinkAbout107 Sweet Gum Ct (2)Permit #
Job Address: /07
Description of Work: Rr- doe -c
Historic District: Zoning:
1
n CITY OF SANFORD PERMIT APPLICATION % qo
Date:�/ 6
v W-, 6-r
Value of Work: $ ?S-0 -
Permit Type: Building '/— Electrical Mechanical Plumbing Fire Sprinkler/Alar Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mecbsnical: 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 form required for other than X)
i
Parcel#: l•�.7e�J b(AttachProofofOweersbip&LeegalDescription)
Owners Name& Address: C,4[ 10% S`w eT CotJwr C'1-
v'40 C A t TL -;t 7 7i Phone: `�t 0? — 3 Z / - e/, d Z
Name &
Phone & Fax: 00 U
Bonding Company.
Address:
Mortgage Leader: _
Address:
Architect/Engineer:
Address:
PC, v C"- /--Z— State License Number: C -me 060
1�r`L 0776Contact Person:' �- Phone: d!63 —Z L —077x6
Phone:
Fa::
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.
I
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida yen FS
��' 146
Signature of Owner/Agent Date
I
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID IC6
APPLICATION APPROVED BY: Bldg: 4A Zoning:
(Initis & Date)
Special Conditions:
0
ofContraccttor/Agent
Tactor/Aeent's Name
Signature
Contractor/Agent is_ Personally
EL Produced ID
5335 -ss -
(initial & Date)
gs� . •�p�SSION ��►/�j
i` s
ro Date p •
• #DD507298 �° •o
�o:tita�"a•�y 0
Sc
Utilities: FD:
(Initial & Date) (Initial & Date)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
P AR!1�9i, Dk° SIL
AW
Dwna JoHN9o". CFA. ASA
L.
PROPERTY
APPRAISER
SEICNOLE COulYT7 FL.
t AF s ►.
1101'E. Faurr-sT
BANFono. FL 32TJ1-1488
407-6=7506
2006 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 1
Parcel Id: 11-20-30-508-0000-0150
Depreciated Bldg Value: $95,676
Owner: WEINBERG CYLINDA C
i
Mailing Address: 107 SWEET GUM CT
Depreciated EXFT Value: $544
Land Value (Market): $26,600
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 107 SWEET GUM CT SANFORD 32773
Just/Market Value: $122,820
Subdivision Name: HIDDEN LAKE PH 3 UNIT 4
Assessed Value (SOH): $98,014
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00 -HOMESTEAD
Taxable Value: $73,014
Dor: 01 -SINGLE FAMILY
Tax Estimator
2006 Notice of Proposed Property Tax
2005 VALUE SUMMARY
SALES
Tax Value(withoutSOH): $1,400
Deed Date Book Page Amount Vaclimp Qualified
2005 Tax Bill Amount: $1,400
QUIT CLAIM DEED 03/1990 02171 0001 $100 Improved No
Save Our Homes (SOH) Savings: $0
WARRANTY DEED 06/1984 01554 0758 $56,000 Improved Yes
2005 Taxable Value: $70,159
L Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depttl Land Unit Land
PLATS�Pick...
Method Units Price Value
LEG LOT 15 HIDDEN LAKE PH 3 UNIT 4 PB
LOT 0 0 1.000 26,600.00 $26,600
28 PGS 1 & 2
BUILDING INFORMATION
Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New
Num
1984 6 1,064 1,422 1.064 CONC
1 SINGL$95,676 $104,564
LE BLOCK
Appendage / Sgft OPEN PORCH FINISHED / 50
Appendage I Sqft GARAGE FINISHED / 308
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
Permits
EXTRA FEATURE
I Description Year Bit Units EXFT Value Est Cost New
ALUM SCREEN PORCH W/CONC FL 1987 160 $544 $1,360
OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re web.seminole county_title?parcel=11203050800000150... 8/24/2006
EbAL I&nQ-N ENTITY
.,Gary Pfuehler, P. E-
5665 Green Oak Court
Fairfield, OH 45014
Product Evaluation Report
for Florida DCA
MANUFAMMER
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
513.770.4800
The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design
and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in
compliance with the following provisions of the Florida Building Code:
N Outside the HVHZ: Wind Loads (tested in oomplianoe with FBC 1714.53.1, ref. ANSVDASMA 108 or TAS 202)
D Inside the HVHZ: Wind loads for HVHZ (tested in compliance with FBC 1714.53.1, rcE TAS 202),
1625 Cyclic Tests for HVHZ (ref TAS 203),1626 hopact Tests for HVHZ (ref TAS 201
Description of Product: Steel Pan (min. 25 ga.) Single -Car (up to 9'0 -wide) WD WCODE' W4 Garage Door
Design per: +25/-32 Test Pressures: +37.5/-48
Specific Models and Technical Documentation:-
�� i Tnc► Renort Drawinr No. Comments -
73W4, 1500W4,Glazing
approved per HCN-185C, HCN-3. Low bead room track
75W4, 190W4,
HCN-120 A/B
300159-Rev08
approved per HCN-126.
84AW4 94W4
76W4
B
HCN-120 ABI
No lites allowed. Low head room track ved HCN-126.
. Glazmg approved per HCN-185C, HCN 3. Low bead room track
42W4, 48W4, 55W4
HCN-120 AB
102046-Rev06
approv ' HCN_126.
Glazing approved per HCN-185C, HCN-3. Low head room track
4RSTW4, 6itSTW4
HCN-120 AB
102137 Rev03
ved ' HCN-126.
Glazing approved per HCAI-1 85C, H =3. Low bead room back
4RSFW4, 6RSFW4
HCN-120 AB
102409-Rev02
approved per HCN-126.
2RSTW4
HCN-120 AB
102430-RoOl
No liter allowed Low bead room track approved M HCN-126.
Glazing approved perHCN-185C, HCN-3. Low bead room back
I lORW4, 120RW4
HCN-120 AB
101979-Rev05
approved HCN-126.
H73W4, H500W4,
HCN_120 AB
102485 Rev03
Model uses horizontal reinforcement; door. height does not affect
mmance. No lites allowed on model H76W4.
H76W4 H94W4
H4STW4, H6STW4,
Model uses horizontal reinforcement; door height does not affect
H2STW4
HCN_120 AB
102491-Rev02
.,
ce. No lines allowed on model H2STW4.
Model uses horizontal reinforcement; door height does not affect
H4SFW4, H6SFW4
HCN-120 AB
102576-Rev02
ormance.
perf
Installation reauirements: Installation must be in accordance with manufaeturees installation instructions.
Limitations and conditions of use: lambs, lintels, sills or other structural elements required to prepare openings are not covered.
The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure
and in accordance with current building codes for the loads listed on the drawings) referenced above.
Ccrtit5cntion of Indeuendence of Evaluation Entity I hereby certify that (1) I have no financial interest in Clopay Building
Products Company; (2)1 am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria
of independence as stated in 9B-72.110 FAC.
Gary Pfoebler, P. E.
Florida P. E. No. 49850
Date: Gzx��l
Flu: 73W44&RUva2
FLOO GAO DDA PRODUCT MCAT PPROO M L 302SR104
MODE '
AN
25 CA 71 75160 1
D ACNED W L- A BOR) ADHESIVE (ALONG CENTER)
OPTIONAL OSB OR 1/6' ACYRUC DIES AVAILABLE. OPTIONAL
ACRYLIC OWING 6 PLASKOUTE O"m OR LUCRE CP
APPROVED OC2 PLASTIC IN ACCORDANCE WITH IBC/FBCtI AM
K
2606 (SEE SECTION B -B) '
SKIN
AND
1 SIRS)
PONT LOCKING
S E LOCK BOLTENGAGES
RC KRONE
F�SON
DE
OF DOOR.
DOOM na r- �m m �e r314)sEctnS� raer te.I
F1M7/O WIKVi�:ROi
I YCLL
O O
T 4-x3 S� .
]� GL ble NOMGES le eL INIEAYEd►TE MINeE
XaLX
2116 YELLOW PINE
BRACKETS F �D TO%0144YB
WON ONE 8/16'x1-0/6' LA0 SCREW
PER 1NACK BRACKET.
2' GALV. STEEL TRACK FASTENED TO
12 GL CALM STEEL TRACK BRACKETS.
EACH BRACKET
WITHT O 1/4.4 BOLTS It NUTS
OR TWO 1/4' OIA RNETS.
3' TALL U-60
r TxW11 20 " CALM STEEL
-d3-r
1-7ro•
r
16 OIL QALY, Om TOP
W ANm
geol rV
PA6104I 4
uppm • tw
6
M U -WL am V -6M POt
=W MOH U-" ATMflt>a EEE
zPrwA6"""
13 OA LALY. STEEL FLAG BRACKET.
rFASTENED TO WOOD JAMB WITH
S/16'r1-S/6' WOOD LAD SCREWS.
2' GLV. STEEL TRICK
MIN. TRACK THICKNESS: .060•
-o
•
TYP. 2-1/2-x12 OIL DALY. STEEL TRICK BRACKET.
(4) TRACK BRACKETS PER SIDE. (FACTORY ATTACHED)
UM DOUBLE TRACK
LOW HEADROOM 6
AVAILABLE AS AN OPTION
13 a 01131. tllm
J/5 -x4- GIO ANN 24- CENTERII'(807H ATTICKD,IM 160 t
C/-90 BLA�QpCpppKNNN O�R�0 3.000 PSI MN. CONCRETE) OR aNOR rmt� � FRONT FRAME WRN U.V.
P814 -L N TAPCON 111CREWS ON 24 -
WASHERS 61CU� OOATINO ON OUTSIDE SURFACE
TM00
ITS. ANCMO 9i• MAY BE COU14TERSUMcSECTx1N A -A SIDE ( 1AFTIT n e
(BAR NOT REOMRED) TO PROVIDE A FW9NTHEDESIGN UM�TIeNA� to SCREW
TR C DACE NORQOIrtAI JIWBS 00 NOT OUL21NO
10.005 FOR THE WIND SPEEDS LISTED BELOW
AOOORgNO TO THE FLOW 111.00. CODE MOLDED INSIDE
OR A1C FOR THE FOLLOWING LRE RETAINER
STOP MOULDING BY DOOR tWALLER (TD SMT) OOILTM�ENCLOSED 0 2) DOOR 18x3/4' PAN HEAD SCREW
/-20 GA MIN. OALV. STEEL ENO STILE NLS 2' R0f Q F I � �'S EE, (10 SCREWS PER UTE)
097L�iwxi& Aft mm.
20 GA MY STEEL INTER. STILE WINO SPEED MPH 100 0 1101 120
1 x] LAO SCREWS ON 24 CO.OaI�
HER REOMRED. L40 St7W3Y5 LAY BE COUNTERSUNK
(BUT NOT REDLINED) TO PNONOE A FLUSH MOUNTING
SLIRFACL HORIZONTAL JAM DO NOT TRANSFER LAIRD.
MEAN ROOF HEIGHT 30' 20' 30' SNAP LATCH ENGAGES II'm
ONTO VERTICAL TRACK. Sm
16 OA OAI V. STEEL CENTER ONE SNAP LATCH ON
�/ISTL��N��Q TO INTER. STiE4 W 4 INTER. STILE EACH SIDE OF ODOR
/14x1/6- SHEET METAL SC
NALV OUTSIDE
f4ASfE�M/@- TO �EICN W Al) LHR TOP 9R ACw OUTSIDE KWOLE C TANGLE
(411 'z3/4�TSELF A IN SCIA PER ENO HINGE. TRADouC EK ��� �
•2. OM SNORT STEM, 10 BALL STEEL ROLLER. INSIDE HANDLE
OESK)N ENI
LOW HEADROOM
ri^iill'•"lixi x��i� Pj
Clopay CLO BUILDING PRODUCTS COMPANY ^�'L"
8585 DUKE BLVD. 6"T0 9/23/1
MASON, ON 15040
ng Products 513) PAY
770-4800 01M11M'" Mww
4 nv cow oaPw•6r1 Al Wo Ilxraa cmm m
END
STU
LOCK BAR
ENGAGES IN
VIA= ON
DE
or cook
E2 MARK WESTERFIELD. P.E.
!46463. NC P.E. 123832. IOTAS PX LOT'
ON LADS +210 P.S.F. t -32A P.S.F.
LOADS: +373 P.S.F. NIL -46.0 P.S.F.
vt WMTOO IYIx 1111CIP! sm
W4 9'Wx8'H
tRrArna
73/75/84.0/94. 9'W +25/-32
B Imo~ 300159 I 08