615 Grovewood Ave 04-574 WindowsCITY OF SANFORD PERMIT APPLICATION
Permit # • ' S 1 /
Job Address: % I S G ao i rc YJ o o d 31773
Description-of,Work: f2£(ACEMCA)-
y
31= WinJ OvJ 177 ' a wi Jo JS"1 ata e 2(i0
Historic District: Zoning: Value of Work: $_ O 0 0, 0 0
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
Occupancy Type: Residential V Commercial Industrial Total Square Footage:
Coiiitruction Type: Vi"tJ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Date:
A) FO/ d I=L
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Q A o (Z . 1q(Z Tt A) t_ Z
GIs G2oJFt.Ioocl! 41c, ,imP,aJ it- 32.773 Phone: (407) 321-5392 !;u
r
Contractor Name & Address: 64 3'7) $ S S — 6 I (e ( (V
State License Number:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer:
Address:
Contact Person:
Phone:
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 water management districts, state agencies, or federal agencies.
Acceptance of permit is
Signature of Ownei
De4,AIJv k
I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
lI -2`-03
Date Signature of Contractor/Agent
IJ1Z
tgn re of Notarota%
URe ofFIFLORENCEA. DE GRAVEDate w
MY
COMMISSION # DD 164260 EXPIRES:
November 12, 2006 Owner/
Agent is onafly I out6utB tuD Services c ProducedlD
Print
Contractor/Agent's Name Date
Signature
of Notary -State of Florida Date Contractor/
Agent is _ Personally Known to Me or Produced
lD APPLICATION
APPROVED BY: Bldg F 0 --3 _o 3 Zoning: Initial &
Date) (Initial & Date) Special
Conditions: Utilities:
FD: Initial &
Date) (Initial & Date)
v CITY OF SANVORD BUILDING
CONSTRUCTION CONTRACTING
OW, NER/BUILDER AFFIDAVIT
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within I year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide dgect,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, A"rw 1 d. 'C , 41e; «I £L , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Owner/Builde Date
JJ/
JSignature /
1 £ S fJdl /O ! L l7 2 f 7— a15 NorVM1/
m~ 'y
Print Owner/Builder Name a
I m>
o
Signature of Notary —State of Florida Date 2 n 9-7-
co V5 0
m o v
Z. 6 O
Owner is Pers pall,y Known to Me or has
z u
a o M
Produced ID . l o m
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL d Back > 1
Seminolr C(mnty j
4.
ivprrijv Pmrr r
rYKt i
Y
Sanford Fl. 32771
4f171i63-?,SIN+
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 10-20-30-505-0000- Tax District: S1-SANFORD
0270
Number of Buildings: 1
Depreciated Bldg Value: $72,332
MARTINEZ OSVALDO 00
Owner: R & IVONNE Exemptions: HOMESTEAD Depreciated EXFT Value: $0
Address: PO BOX 950224 Land Value (Market): $14,000
City,State,ZipCode: LAKE MARY FL 32795 Land Value Ag: $0
Property Address: 615 GROVEWOOD AVE Just/Market Value: $86,332
Subdivision Name: GROVEVIEW VILLAGE 1ST ADD REPLAT Assessed Value (SOH): $70,420
Don 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $45,420
SALES
2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
2003 Tax Bill Amount: $913
WARRANTY DEED 03/1984 01534 1894 $59,900 Improved
2003 Taxable Value: $43,770
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess
Frontage Depth Land Units Unit Price Land Value LEG LOT 27 GROVEVIEW VILLAGE 1ST ADDMethod
REPLAT PB 26 PGS 4 TO 6
LOT 0 0 1.000 14,000.00 $14,000
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1984 6 1,868 1,347 CONC BLOCK $72,332 $78,197
Appendage I Sqft OPEN PORCH FINISHED / 16
Appendage / Sgft GARAGE FINISHED / 505
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 JusUMarket value.
re_web.seminole_county_title?parcel=10203050500000270&cpad=grovewood&cpad_nunl 1 /26/2003
Architectural Testing
AXNIAlh1WWDA 101/1.S.2-97 TEST REPORT
Rendered to:
SILVER LINE BUILDING PRODUCTS CORPORATION
One Silver Line Drive
North Brunswick, New Jersey 08902
Report No: 01-39154.01
Test Date: 03/26/01
Report Date: 05/07/01
Expiration Date: 03/26/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted to witness tests on a
Series/Model 211012160, PVC single hung window at Silver Line Building Products' test facilityinNorthBrunswick, New Jersey. The samples tested successfully met the performancerequirementsforthefollowingratings: Test Specimen #1 H-R2.5 52 x 73; Test Specimen #2H-R45 36 x 62*. Test specimen descriptions and results are reported herein.
r_;1} General Note: An asterisk (*) next to the performance grade indicates that the size tested for
optional performance was smaller than the Gateway test size for the product type and class.
Test Specification: The test specimen was evaluated in accordance with AANLA1NWWDA
l0I/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and GlassDoors.
Test Specimen Description:
Series/Mod e1211100 2160
Type: PVC Single Hung Window
Test Specimen #1: H-R25 52 x 73
Overall Size: 4' 4" wide by 6' 1" high
Active Sash Size: 4' 2-1/8" wide by 2' 11-7/8" high
Fixed Daylight Opening Size: 4' 0" wide by 2' 94/2" high
Screen Size: 4' 1" wide by 3' 0" high
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax. 717.764,4129
www.testati.com
0,d aza9az0tti:ol
cli"I DO z
WOHJ SS:2T £002-2-d3S
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Test Specimen Description: ContinuedP (Continued)
Test Specimen f#2: H•R45 36 x 62*
01-39154.01
Pap 2 of 5
Overall Size: 3' 0" wide by 5' 2" high
Active Sash Size: 2' 10" wide by 2' 6.1/4" high
Fixed Daylight Opening Size: 2' 7-3/4" wide by 2' 3-3/4" high
The following descriptions apply to all specimens.
Finish: All PVC was white.
Glazing Details: The window utilized 518" thick sealed insulating glass units fabricatedfromtwosheetsof1/8" thick clear annealed glass and a spacer system. The lites were
interior glazed onto silicone bedding and secured with PVC snap fit glazing beads.
Weatherstripping:
Desc_ rivtion uanti Location
0.25011 high by 0.270" backed 2 Rows Stiles of active sash
polypile with center fin
0.250" high by 0.270" backed I Row Active sash meeting railpolypilewithcenterfin
0.170" high by 0.187" backed 1 Row Sill
polypile with center .fin
0.250" wide co -extruded I Row Bottom rail
single leaf gasket
Frame Construction: The frame was constructed of extruded PVC members with miteredandweldedcomers. The upright .sill leg was sealed to each jamb. The fixed meeting railwascoped, butted, sealed and fastened to the jambs with four screws per end.
Sash Construction: The sash was constructed of extruded PVC members with mitered and
welded corners.
Screen Construction: The screen was constructed of roll -formed aluminum members with
plastic keyed comers. The fiberglass mesh screen was secured with a flexible spline.
S'd 962L292L0bZ:01 :WMIJ SS:ET £002-€-d3S
r--
01-39154.01
Page 3 of 5
Test Specimen Description: (Continued)
Hardware:
Description uanti Location
Metal lock and keeper 2 One 9" from each end of active/fixed
assembly meeting rails
Balance assembly 2 One in each jamb
Plastic tilt latch 2 One in each end of active sash
meeting rail
Metal pivot bar 2 One in each and of bottom rail
Drainage:
Descr iptio Ouanti Location
7/16" wide by 1-1/4" 2 One at each end of interior sill
deep weepslot pocket draining into the interior sill
hollow
1" wide by 1/4" high 2 One in each end of intermediate sill
weepslot leg draining the interior sill hollow
into the exterior sill hollow
3/8" wide by 1/8" high 2 One in each end of the sill face
weepslot
I draining the exterior sill hollow
Reinforcement: All active sash members utilized a 5/8" x 1/4" solid aluminum bar. The
fixed meeting rail utilized a custom roll formed 0.032" thick galvanized steel reinforcement.
Installation: The test unit was installed into the 2 x 10 wood test buck with 2" long
installation screws. The screws were spaced 6" from each corner and midspan of the jambs
and head. The 3/8" long brick mould flange was set against a filler block. The exterior
perimeter was sealed with silicone.
9'd 962L292L0b3:01 :WONA SS:RS 2002-2-d3S
01-39154.01
Page 4 of 5
r
Test Results:
The results are tabulated as follows:
Paraaraoh Title of Test - Test Merhod Results Allowed
Test Specimen #1: H-IZ5 52 x 73
2.2.1.6.1 Operating Force 27 lbs 30 lbs max.
2.1.2 Air Infiltration per ASTM E 283 (See Note # [ )
@ 1.57 psf(25 mph) 0.1 cfm/ft- 0.3 cfin/ft' max.
Note #1: The tested specimen meets (or exceeds) the performanceAAMAIArWWDA101/1.5. 2-97 for air infiltration. levels specified in
2.1.3 Water Resistance per ASTM E 547 (See Note #2)
Note #2: The client opted to start at a test pressure higher than the minimum required. Testresultsarelistedunder "Oprional Performance".
2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2)
2.2.1.6.2 Deglazing Test per ASTM E 987
In operating direction at 70 Ibs
Active meeting rail 0.047/8% 0.5011/100% Bottom rail 0.04"/8% 0.501,/100%
In remaining direction at 50 lbs
Left stile 0.04"/8% 0.50"/100%
Right stile 0.04"/80/0 0.50"/100%
2.1.7 Welded Comer Test Meets as stated Meets as stated
2.1.8 Forced Entry Resistance per ASTM F 588-97
Type: A
Grade: 10
Lock Manipulation Test No entry No entry
Test Al through AS No entry No entryTestA7 ' No entry No entry
Lock Manipulation Test No entry No entry
L ' d 962Z292Lat'ti-01
W0Nd 9S:€Z 2002-C-d3S
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11000
Test Results:
Paragranh Title of Test - Test Method
Test Specimen #1: H-R25 52 x 73 (Continued)
Optional Performance
Results
01-39154.01
Page 5 of 5
Allowed
4.3 Water Resistance per ASTM E 547
with and without screen)
WTP = 6.75 psf No leakage No leakage
4.4.2 Uniform Load Structural per ASTM E 330
Measurements reported were taken on the fixed meeting rail)
@ 37.5 psf (exterior) 0.15" 0.19" max.
@ 37.5 psf (interior) 0.19" 0.19" max.
Test Specimen #2: H-R45 36 x 62*
Optional Performance
4.4.2 Uniform Load Structural per ASTM E 330
Measurements reported were taken on the fixed meeting rail)
@ 67.5 psf (exterior) 0.02" 0.14" max.
@ 67.5 psf (interior) 0.01" 0.14" max.
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by ATI for a period of four years. The above .results were secured by using the
designated test methods and they indicate compliance with the performance requirements of the
above referenced specification. This report does not constitute certification of this product,
which may only be granted by the certification program administrator_
For ARCHITECTURAL TESTING, INC:
A - 6;A--
Adam Fodor
Technician
AF:nlb
01-39154.01
cEL &. MQtL'- i-c., -
David G. Moyer, Vice President
Director of Testing Services
B ' d 962Z292,LOK :01 WONA 9S:2T 2002-2-d3S
I
DOCUMENT CONTROL. ADDENDUM 401-39154.00
Current Issue Date: 05/07/01
Report No.: 01-39154.01
Requested by: Peter Thornton, Silver Line Building Products Corporation
Purpose: A 101/I.S.2-97 testing of Series/Model 2110/2160, PVC
single hung window.
Issued Date: 05/07/01
Comments: Certification copy of test report to Jeanie Pyor at NAMI.
61d 9622-292L00T:01 :WONA 9S:ZT 2002-2-d3E
SIZES: Series 2110 Single Hung
Windows are available in standard call sizes
including:
Width: 1, 1/2-3, 2, 3
Height: 2, 3, 4, 5, 6
Series 2110 Single Hung Windows are cus-
tom made to fit existing openings within
the ranges shown below.
Exact Window Width:18" to 52"
Exact Window Height: 24" to 73 1/16"
0 Id— s
ind9m -
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vv,
OPTIONAL
LoE2 GLASS
Provides year-round
comfort while
reducing heating
and cooling costs.
TILT SASH
Sashes tilt in for easy
cleaning from
inside the home.
GRILLES
Optional grilles
are available in
several styles and
patterns.
i
White or Beige.
Color reproduced as
closely as printing will allow.
Fusion welded vinyl construction is strong and
durable. It will not rot, peel, flake or corrode,
therefore never needs painting.
1/2"exterior flange for easy installation into
block construction.
SASH
Fusion welded construction for a strong
weather tight seal at all corners.
Bottom sash tilts in for easy cleaning from
inside the home.
WEATHERSTRIPPING
Dual weatherstripping provides an energy
efficient, virtually weather tight seal.
GLASS
5/8" insulated glass is energy efficient. Save on
utility bills.
Optional LoE2 glass for the ultimate in
year-round comfort and energy savings.
Warm Edge Intercept® Spacer reduces
condensation and improves performance.
HARDWARE
Cam action lock(s) and keeper(s) draw meeting
rails together for a tighter seal.
SCREEN
Screen included for natural ventilation.
LIFETIME WARRANTY