HomeMy WebLinkAbout2910 S Park Ct (2)RECEIVED
• j'`r � � � CITY OF SANFORD PERMIT APPLICATION
V
J J L 0 6 2U07
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Application # • ` Submittal Date: _
p, �c�
. C� . Value of Work: $ 6t'
Job Address: •
Zoning: Historic District:
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Parcel ED: (e Square Footage: �
ork:
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DescriptionofW�- `��
.................................................................................................<
Permit Type: Building Electrical 13 Mechanical D Plumbing [3Fire Sprinkler/Alarm 13 Pool 13 Sign [3
Electrical: New Service — # of AMPS
Addition/Alteration ❑ Change of Service 13 Temporary Pole 13
Mechanical: Residential Non -Residential 0 Rep lac emerif ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water 8i Sewer LinespoLines
lumbingRepair f Gas Residential ❑ Commercial D
Plumbing/New Residential: # of Water Closets
Commercial 13Industrial ❑ Occupancy Use Group(s):
Occupancy Type: Residential 0t .................
_
Construction Type:,R# of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required)
......................................................................
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Contractor:
Property Owner:y ��� nrom1AA AV@. Ste -1412
Address: �d
Address: p��nmon#e Springs, FI 32714
�-�11�X7 State License Nun -C 1 �(uq `ILCi
Phone:
E-mail: Phone:
Mortgage Lender:,,N f
Bonding Company:
_ "Address:
Address:
Phone:
Architect/Engineer:
Fax:
Address: E-mail:
Plan Review Contact Person:
hoii
2na Pe:'��1`V _ Fax,
nstaflation has
enced prior to the
Application is hereby made to obtain `l?= bet performed to mto do the work e is standards of all laws reinstallations as gulating construction ind. I certify that no rth s jurisdiction. ction. I understand that a separate
issuance of a permit and thatall work p
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS,.
TANKS,, and
AIR CONDITIONERS, etc.
IDAVff: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
OWNER'S AF)� WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CObAQENCEMENT MAY RESULT IN YOUR PAYING
construction and zoning.
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: U addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records ofe
this county and there maybe additional permits required from other governmental entities such as water management districts, state agencies; or federal agencies.
will notify the owner of the property of the requiremer'ts of Florida -Lien Law, FS 713.
Acceptance of permit s verification that I
Daze Signature of Contractor/Agent Date
Signature of Owner Agent D_ 3 ID
.-AIA rI? �.`y—�7
,11LItContractor/Agent's Name
Pnnt Owner/Agent's Name
a e of Notary -State o lorida Date
ure of Notary -State of Flori a e
vyr oNotary Public State o1 Florida
=o t4qIr Jennifer Burke
My Commission DD543347
a a Expires 0512712010
` ersona y own to Me or Con ctor/Agent is Pe onal �to Me or p
Owner g Produced ID
oduced ID
APPROVALS: ZONING: UTIL: FD:
Special Conditions:
Rev 02/2007
ENG: BLDG.
Jul 02 07'"02:12p Window World Cen F1 4073891402
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: __7 —4�0-67
I hereby name and appoint:
'Y -t 64cF0+��
an agent of n�lly WC) r`\ k.
(NUM of Com
P. i
to be my lawful attorney4n-fact to act for me to apply for, receipt for, sign for and do all things
necessary -to this appointment for (check only one option): -
KAll permits and applications submitted by this contractor.
Cl The specific permit and application for work located at:
(Street Address)
Expiration Date for This Limited Power of Attorney: %U(-
License Holder Name: WVi
State License Number: ISC-C a l(_e '���
Signature of License Holder: �G'� ,% ,,
STATE OF FLO , A
COUNTY OF LL
The foregoingent was cknowled ed before me this d'" day of ,.
200, by who i onall known
to me or o who as produced
identification and who did (did not) take an oath.
4UL1L
S*ture
Notary Pudic state of F&4a Print or type name
00 �P Jennifer Burke
t My Commission Dp543347
Expireso51271201° Notary Public - S to of u 0�
Commission No.
My Commission Expires:
(Rcv. 3127/07)
as
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l
http://www. scpafl.orglweblre_web.seminole_County_title?parcel=01203 051800000180... 6/27/2007
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' 13
DAVID JOHNSON, CFh, /15A
14 1:a 1,Q
PROPERTY
>1'1
APPRAISER
` A
SEMINOLE COUNTY FL.
4
B
1101 E. FIRST sT
SANFORD.FL32771-46
22
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22
Iia
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407-665-7506
21
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3
2d '1fi
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 01-20-30-518-0000-0180
Number of Buildings: 1
Owner: TURNER WILLIAM A & JOYCE S
Depreciated Bldg Value: $114,230
Mailing Address: 2910 S PARK CT
Depreciated EXFT Value: $403
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $25,543
Property Address: 2910 PARK CT SANFORD 32771
Land Value Ag: $0
Subdivision Name: SOUTH PINECREST 1ST ADD
Just/MarketValue: $140,176
Tax District: S1-SANFORD
Assessed Value (SOH): $59,892
Exemptions: 00 -HOMESTEAD (1994)
Exempt Value: $30,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $29,892
Tax Estimator
2006 VALUE SUMMARY
Tax Amount(without SOH): $1,509
SALES
2006 Tax Bill Amount: $435
Deed Date Book Page Amount Vac/Imp Qualified
Save Our Homes (SOH) Savings: $1,074
Find Comparable Sales within this Subdivision
2006 Taxable Value: $28,431
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
FRONT FOOT &
LEG LOT 18 SOUTH PINECREST 1ST ADD
DEPTH 82 114 .000 350.00 $25,543
PB 10 PG 42
BUILDING INFORMATION
Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1 SINGLE
1956 3 1,094 1,646 1,526 BOCK ONC $114,230 $166,153
FAMILY
Appendage / Sgft BASE SEMI FINISHED / 252
Appendage / Sgft UTILITY UNFINISHED / 72
Appendage / Sgft BASE SEMI FINISHED / 180
Appendage / Sgft OPEN PORCH FINISHED/ 48
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
WOOD UTILITY BLDG 1994 140 $403 $840
NOTE: 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 JustlMarket value.
http://www. scpafl.orglweblre_web.seminole_County_title?parcel=01203 051800000180... 6/27/2007
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WINDOW MEASUREMENTS
NAME: Li # OF STORIES: MEASURED BY:� DATE:7
TYPE OF CONSTRUCTION: 2(-,O TYPE OF WINDOWS: � � # OF WINDOWS:
J7
3 7i
Dr win
Screwed in: Stucco: Brick:
Other:
c
Architectural Testing
July 11, 2006
Marsh, Fernbaugh, Director of Testing
Associated Materials, Incorporated
3773 State Road
Cuyahoga Falls, Ohio 44309-1365
RE: Masonry Installation of 0201 Double Hung Windows sizes 4' 0" wide by 6'6" tall
and 3'0" wide by 6'0" tall.
Dear Mr. Fernbaugh:
I have performed an installation fastener analysis for your 0201 Double Hung Window
installed to masonry walls. The windows considered were as follows:
Size _ ___pp Test Report No,
4'0" x 66" 30 psf 62509.02-50147
3'0" x 6'0" 50 psf 62509,02-50147
My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment
of 1-1/4". To safely resist the design wind pressure, 7 such anchors are required. At
installation, use three (3) anchors in each jamb: one near the top and bottom comers and
one (1) at mid span, And, one (1) anchor in the mid span of the head.
If you have any questions regarding my analysis, please contact me.
Sincerely,
ARCHITECTURAL TESTING, INC
Joseph A. Reed, F.E.
Director -- Engineering Services
JARJar
cc: 65030.02-122-34
130 Derry Court
York, PA 17406.6405
phone: 717.764.7700
fax: 717.7644129
www.arr,htest.com
PROJECT ?a
01-65030
122-34
TAPCON
MaNATE LOCATIONS
pim.m 0201 DOUBLE HUNG
Mmm, ASSOCIATED MATERIALS, INCORPORATED
WDtWW JAMB
3/16- TAPCON ANCHOR
MINIMUM 1-1/4' PENETRATION
INTO MASONRY FRAMING CTYP-)
."IZONTAL SECTIO
NOTES4
1. INSTALL (3) 3/16' DIA. TAPCONS PER JAMB,
3' FROM EACH CORNER AND MID SPAN ABOVE
MEETING RAIL AND, (1) IN THE MID SPAN OF
THE HEAD (7 TOTAL).
Z SELECT SCREV LENGTH SUCH THAT A
MINIMUM PENETRATION OF 1-1/4' IS ACHIEVED
INTO THE 14ASCNRY F'RAM[rM
I INSTALL TAPCON ANCHORS ACCORDING TO
TAPCON INSTALLATION INSTRUCTIONS
4. SEAL INTERIOR AND EXTERIOR PERIMETERS
WITH SILICONE CAULKING
5. KkSONRy FRAMImG SHOULD BE CDCRETE,
HASOMY BLOCK, OR LIGHTWEIGHT MASONRY
BLOCK.
S. ATI TEST REPORT 6MBJ02-501-47
MODEL 02M
ALLOWABLE DESIGN
MND LOAD a)p.>
4'--(r X 61-6'
30.0 psf
31-01 x 61-01
50.0 psf
sigm 04AX)
MASONRY FRAMING
Joseph A. Reed
130 Derry Court
York, PA 17406
FL PE $58920
MASONRY INSTALLATION DRAWING
1/1
Florida Building Code Online
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User: Public User - Not Associated with Organization -
Application #:
Date Submitted:
Code Version:
Product Manufacturer:
Address/Phone/email:
Need Help'!
FL1089-R1
06/14/2005
2004
Alside, Inc., Division of AMI
3773 State Road
Cuyahoga Falls, 01144223
(330) 922-2108
Technical Representative: Marsh Fernbaugh
Technical Representative Address/Phone/email: 3773 State Road
Cuyahoga Falls, 01144281
mfembaugh@alside.com
Category:
Subcategory:
Windows
Double Hung
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Section Standard Year
Code: ANSI/AAMA/NWDA 1997
101 IS -2
Certification Agency: American Architectural Manufacturers
Association
Quality Assurance Entity:
Validation Entity:
Authorized Signature: Marsh Fembaugh
mfembaugb@alside.com
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1089&RV=1 &fm=ROSrch 12/12/2005
rage L 01
Florida Building Code Online
Product Approval Method:
Method 1 Option A
Approved
Application Status: 08/05/2005
Date Validated: 08/24/2005
Date Approved:
Date Certified to the 2004 Code-
Page1i1
Page:
Go
Product Modet #� or Model
Limits of Use
pp/Seq
#
Name pescri -tion
Replacement:
0201:48x78DP30,
annealed)
44x77
8x78 DP301
4x77 DP35, (118"
annealed) DP35,
1089.1
0201 36O DP45,
6X62 DP55; 1/8"
4x60 (1/8 annealed)
DP45, 36x72 (1/8"
Gass
annealed) DP55
New
0301:48x77 (3/32
Construction:
annealed) DP25, 4477
:.8x77 DP25,
(3132" annealed) DP30,
1089.2
0301 477 DP30,
4x60 (3/32" annealed)
460 DP35,�� DP35, 36x72 (3/32"
36x72.DP50; 3132
annealed) DP50
lass
Replacement:
0401:48x78 DP25 (1/8"
8x78 DP25,
annealed), 44x77 (118"
4.77 DP30,
annealed) DP30, 44x60
1089.3
0401 .460 DP40,
36x72 DP35; 118"
(1/8" annealed)DP40,
36x72 (1/8" annealed)
lass
DP35
Replacement:
0501:52x84 (1/8"
52x84 DP25,annealed)
DP25, 44x77
4x77 DP40,
(1/8" annealed) DP40,
1089.4
0501 x60 DP45,
36x72 DP45,
44xiso (118" annealed)
DP45, 36x72 (1/8"
36x60 DP60; 1/8"
annealed) DP45, 36x60
lass
1/8" annealed DP60
Replacement:
52x61 DP35; 1/8"
0501:52x61 "C" package
1089.5
0501
lass,3 cam
(1/8" annealed) DP35
locks/keepers,"DP'
ilt.latch wP'H Key"
Replacement:
477 DP30,
8001:44x77 DP30,44x60
1089.6
8001
x60 DP40,
36x72 DP40; 3/32'
DP40,36x72 DP40
lass
Replacement:
x77 DP35,
9001:44x77 DP35,4460
x60 DP50,
DP50,36x72 DP50,36x60
1089.7
9001
36x72 DP50,
DP65
8.6x60 DP65; 3/32"
lass
Next
http://www.floridabuilding.org/pr/pi _detl.asp?IPT=1089&RV=1&fin=ROSrch
12/12/2005