HomeMy WebLinkAbout2417 Yale Ave (3)�= elo
7_706 -
CITY OF SANFORD PERMIT APPLICATION
Permit #: a5 a / Date:
Job Address: Ot`7 I1 Male Ave �1-
Description of Work: �p place 10 Lyk (\lows 51 Ze. $ i ZQ
Historic District: Zoning: Value of Work: $ 14 J
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration -�r 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 form required for other then X)
Parcel q: 31 - �� 1- Sig -0400 - GU�J (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Z f -Q
kd
AQI�l We R t F 1 20 711 Phone: J- Q
Contractor Name & Address: �m G 14ei me 'SemAi CPS -D-5 A. NomT
eyepO X -n s4a I led SkIeS &A (��)
a 912—�. T State License Number: C 2CO�R SCS
Phone & Fax: y 04-7-1113 Contact Person: K. hr `J r f�_Phone:
Bonding Company:
Address:
Mortgage Lender:
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 arch as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify1fie owner of the property of the requireme4ofFlo'da L Law,F 71.
Sign tureofOwner/Agent Date tgnatractor gent Date
ew p v
P ' Owner/Agent's Nam t,3 Print ame ® N = V
Im
A 5 ttCS m
Signature of otary-State of Florida D to Signa tate of Florida
�wyer/Agent is -
✓Personally Known to Me or
Produced ID
APPLICA'rION APPROVED BY: Bldg: 4F_ 1 -31 -0 3Loning:
(Initial & Date)
Commission#DD22S389
Expires: Jun 22, 2007
Bonded Thru
Atlantic W- riding Co., lne.
.^"nny E LP A!
Era I
,��// �G ii 5
Contractor/Agent is VLPt?rsonally Known to Me or
Produced ID
(Initial & Date)
Utilities:
(Initial & Date)
RN
FD:
(Initial & Date)
Installed
Siding and Windows
Whom It May Concern:
This letter will authorize the following person(s) to act as agent(s) on behalf of
RMA Home Services of Delaware, Inc., D/B/A The Home Depot Installed Sales, 3200
Cobb Gallaria Parkway, Suite 200, Atlanta, GA 30339 to pull and sign for permits and
inspections with respect to the installation, maintenance and repair of windows and siding
under Florida State Building Contractor license number CR C058500.
Authorized person(s):
Angelo Santiago SS# 310-74-3507
Angela Lawson Santiago SS# 087-62-8188
Jud Ryzewski SS# 313-82-0879
Arthur Crespo SS# 316-72-2141
SLI l� � Ja.4 w e
Qua i ier-BiYCharles Bertier
RMA Home Services of Delaware, Inc.
D/B/A The Home Depot Installed Sales
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The foregoing instrument was acknowledged before me this 21 st day of July,
2003 by Bill Charles Bertier.
Notary Public -State of Florida
Kim DeRose
Printed Name:
9r* 1-0 co
My Commission Expires:
Personally Known X
Type of Identification Produced,
(Seal)
_................................................... _
• �
A0,
F;
commission N DD0143937
Expires 8/21/2006
a n �r•
Bonded th h s
(800.432-4254)
Florida Notary Assn., Inc.
...................................0................i
Or Produced Identification
Proudly sold, furnished and installed by RMA Home Services, Inc., a Home Depot authorized contractor.
3200 Cobb Galleria Parkway, Suite 200 • Atlanta, GA 30339 • Toll free (800) 210-8395 9 Fax (770) 779-1333
Return to: `
Name: RIMA Home Services, Inc.
Address: 3200 Cobb Galleria Pky. Ste,
200, Atlanta, GA 30339
This Instrument Prepared By:
V I r,-► t.')9-
JZ
-tz 17 Aj Ct S
MARYANNE NORSE, CLERK OF CIRCUIT CART
SENINDLE COUNTY
BK 04923 PG 0285
CLERK'S # 2003125254
RECORDED 07/22/2003 02104s23 PN
RECORDING FEES 6.00
RECORDED BY L NeKinloy
Property Appraisers Parcel
Identification:
NOTICE OF COMMENCEMENT
Permit No. Folio No. �51-1 4-3 - 5"{OCQ-Q<(
STATE OF FLORID
COUNTY OF _
The undersigned gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following information is provided in this NOTICE OF COMMENCEMENT.
description of
General description
- name and
Interest in Property:
Name and address of
street address, if available:
(if other
71
RTiF1ED - C0P1
(ANNE MORSE
OF CIRVUITtCOU"
i.ontractor - name ana address: `e" The Home Depot Installed Sales
1212 North 39`s Street, Suite 402, Tampa, FL 33605 T1
Phone Number: 813-247-1300 Fax Number: 813-247-1313
Surety - name and address: 22
Lender - name and address:
Phone Fax Number: Amount of
Number: Bond: $
Persons within the State of Florida designated by Owner whom notices of other documents may be served as provided by Section
713.13(I)(a)7., Florida Statues:
Name and address: _ S�'nn J F.1 zaeraV1
Phone
t=ax Number:
In addition to himself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statures. (Fill in at Owner's option)
Phone Number. Fax Number.
pir date of Notic ^f a ement (th iration date is 1 year from the date of recording unless a different date is srccif ed).
S ip4ture of Own r Signature of Owner '
Printed Name of Owner Printed Name of Owner
a� �C-
Sworn to and subscribed bef a me b_` \ who is rsonall��td�Zb
l� �� y known to me or produced as
identification, and who did take an oath, chi �--..,.., `•� �^ �''�
Signature of Notary
Mate of r iorto qg"" #@W0
Printed Name of Notary: FWft h. AwL
Commission No./Expiration:
HOME IMPROVEMENT INSTALLATION CONTRACT
Branth Name: "•' t F&CR- r44- Date; 7eaZ
I Sold, Furnished & Installed by
The Home Depot Installed Sales
Branch Number: Job #• Sa 6%2 1� 1212 North 39'h Street, Suite 402 Tampa, FL 33605
(813) 247-1300; Fax: (813) 247-1313
Installation Address: oZr/ t 7 �/� L,w/`r,/� ✓E FL Lic # CR C058500
��—,'? %%_ZZ�,
City State Zip
Purchaser(s): SS#: Driver's License: Work Phone: Home Phnne:
7UA) - sVpst/
(Y0! .� . a
( - �/� Ursa
(
()
Home Address:
(if different from Installation Address)
City
State Zip
Project Information VWe ("Purchaser"), the owners of the property located at the above installation address, offer to
contract with The Home Depot ("Home Depot") to furnish, deliver and arrange for the installation of all materials as described
on the attached Spec Sheet # /q1c2,R% , incorporated herein by reference and made a part hereof.
Home Depot reserves the right to cancel this contract if, upon re -inspection of the job, Home Depot determines that it
cannot perform its obligations due to a structural problem with the home or because work required to complete the job
was not included in the contract.
CONTRACT AMOUNT
*LESS DEPOSIT
BALANCE DUE
ON COMPLETION
$ serfs 7. vo
T
$ t
r
$ 3 oQ 7`
*25% of Contract Amount due upon execution of
this contract (unless project is financed through
Chevy Chase, in which case no deposit is required).
Indicate Payment Method For
BALANCE DUE ON COMPLETION BELOW
DEPOSIT PAYMENT OPTIONS
(Subject to fund verification and/or credit approval.)
1. Check, Cashiers Check or US Postal Service Money Order
(made payable to The Home Depot).
2. Credit Card' and/or other payment options - Circle One Below
Visa Ma American Express
orne Improvement Loan Ho pot Credit Card
Available Credit: $� f ( HIL & HDCC ONLY)
Acct11:� 7QIkV7al3� Exp. Da/te:
Name as it appears on card: �a'1 v-4 _. - '
'By n /o i nature b w, I/We agree to allow The Home Depot to charge the
abo re eren ed ed' d th eposit indicated
Cardh crs Sign re bate
If this is a finance transaction, the agreement for financing is contained in a separate document, which is incorporated herein by
Reference, and made a part hereof. At -Home Services Credit/Loan Application Ref. #
Not withstanding the terms set forth in the Payment provision of the agreement, should any action be required on the part of either party to
this Agreement to enforce is rights under the Agreement, the prevailing party in such an action will not be entitled to an award of attorneys
fees and costs in connection with such action.
Purchaser agrees that, immediately upon satisfactory completion of the work, Purchaser will execute a Completion Certificate and pay any
balance due (unless the job is financed, in which case, upon submission of the executed Completion Certificate, Home Depot will be paid in
full by the lender). Purchaser also agrees to be jointly and severally obligated and liable hereunder.
Entire Agreement: This agreement and its attachments, including any financing agreement, contain the complete agreement between the
parties and can not be amended or modified unless in writing in a separate agreement signed by both parties.
NOTICE TO PURCHASER
Do not sign this contract before you read it. Do not sign this Agreement if blank. You are entitled to a copy of this Agreement at the
time You sign it. You should keep it to protect your rights. This agreement may contain a mortgage or otherwise create a lien on
your property that could be foreclosed on if You do not pay. Be sure You understand all provisions of this Agreement before You
sign iL Do not sign any Completion Certificate or agreement stating that you are satisfied with the entire project before this project
is complete. Law prohibits home repair contractors from requesting or accepting a Completion Certificate signed by the owner
prior to the actual completion of the work to be performed under the contract.
You may cancel this transaction at any time prior to midnight of the third business day after the date of this contract. See Notice of
Cancellation for an explanation of this right. There will be a service charge equal to 25% of the contract amount if the job is
cancelled by Purchaser AFTER the third business day.
BY MY/OUR SIGNATURE. BELOW, VWE AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. 1/WE ACKNOWLEDGE
RECEIPT OF A COPY OF THIS CONTRACT AND TWO COMPLETED COPIES OF THE NOTICE OF CANCELLATION.
BY MY/OUR SIGNATURE BELOW, 1/WE UNDERSTAND THAT THE AGREEMENT IS SUBJECT TO REVIEW OF MY/OUR
CREDIT HISTORY AND 1/WE AUTHORIZE HOME DEPOT AND RMA HOME SERVICES OF DELAWARE INC., A HOME DEPOT
AUTHORIZED CONTRACTOR, TO VERIFY AND REVIEW MY/OUR CREDIT RECORD WITH AN INDEPENDENT CREDIT
REPORTING AGENCY AND RELEASE THEM FROM ALL LIABILITY INCURRED FROM INADVERTENT OMISSIONS OR
ERRORS. -�
SUBMITTED BY:
ACCEPTED BY:
Homeowner
Date:
Date:
Date:
NOTICE: ADDITIONAL TERMS, CONDITIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT
White — Branch File Yellow — Customer Pink — Sales Consultant
Daily Appointments
6/3.0/2003
Lead #: 526729
Branch: North Florida
Torchia, Gabriel
Tuesday
7/1/2003 7:00:00 PM
Product Interest: WIN
Product Coordinator:
Page 2 of 2.
9:47:28 PM
Building Code Requirements: .
None
Base Store: 264 LAKE MARY _Sybil J. Lohrentr _
Store Associate: Connie
Customer Name & Address Home Phone: (407)321-8507
John Fitzgerald Work Phone: (407)323-8822
Diane Wolfe Cell Phone:
2417 Yale Avenue Pager:
Sanford, FL 32772 Work Phone 2:
Cell Phone 2:
Nearest Cross Street: —U ` l nO\e 25th Street
Comments:
Cross Street Is Also Known As State Road 46
Installations Scheduled for 7/1/2003
)obit Homeowner / Address Home Phone Work Phone Cell Phone
Sales Consultant 1:
Sales Consultant 2:
(List second consultant only if commission is split)
Results (Complete the applicable sections)
Sale Windows Contract Amount $
Credit Reject Siding
Appointment Reset Reason:
No Good
Sit No Sale Product:
Price -Quote ($) Date of Follow Pp Call:
Objections or Issues:
https:/hvww.nnahomeservices.corn RR4yyeb/afApptPrintAl1.asp?edate=7/1/2003&branch=4... 6/30/03
WrDOW SPECIFICATION SHEET - Spec. Sheet #:141231
Customer: _ T'"r 7. E 11 Job #;`.� Consultant: �-
-v '
Sheet: of
Date:
ft
W
Existing Window
New Window
Orig. Measure: SC Re -Measure: FI
Grids Patternt
Window
& Glass
Options
"Code"
MISC.
Items
"Code"
Hinge Locations
Location
(Room/Floor)
Style
"Code"
Metal
Y/N"
Style
"Code"
Series
"Code"
L
o
U
Rough Opening
Rough Opening Size
rq-to-r�,
3 There is no guarantee that new shingles will match existing color.
C
O C
a e ca N
tJ > _
Csml, CPC, Bay, sow,
Patio b Garden Doors
(from outside, l t to Re)
Width Height UI Width
Height
UI
S -
41
2
N
3km_
S-0
�(-e
6s
cJ
�Y �
A81
5M
S
G%
41.18
P'
s
�r
9
S
/l�
's
! J
i /
,o
i��
5
/�
,�
6S
/
J12
or every window sold with grids, the Grid Pattern MUST be indicated. Color of
' For Csmts, CPC, Bay or Bow, use "L', "R' or "S' (Stationary). For Patio & Garden Doors, use 'S' (Stationary) or 'X' (Operating). Window / Door Wraps
BAY / BOW WINDOW
Projection Angle: (Bay: 300 or 45°)
Top of Window to Soffit ( inches )
Bay window Flankers - OH i csmt.
Width of Overhang ( Inches)
Seatboard Material - Birch or Oak
If tied to Soffit, color of Soffit material
New Interior Casing (Bay/Bow/Garden/Patio Doors)
Clamshell (CL) or Colonial (CO)
Construct Roof 3 ( Yes / No)
3 There is no guarantee that new shingles will match existing color.
SPECIAL CONSIDERATIONS:
4-19.02 SA -W -SO
GARDEN WINDOWS
WALL THICKNESS 4 (inches)
SEATBOARD MATERIAL
Specify Birch or Oak Veneer or White Pionite
4 Additional charge for wall thickness of 6" or more
I have reviewed and agree with all of the
Ob specifications jesq,bed ab e.
CQ/O3
Date
.. � OscoAk
DH.
�y
RMIT #a3asa�
nFFir.F Pnpy
PLANS REVIEWED
CITY OF SANFORD
A 101/I.S.2-97
TEST REPORT SUMMARY
Rendered to:
SIMONTON WINDOWS
SERIES/MODEL: 75-75
TYPE: PVC Double Hung Windows
(with A2 Reinforcement and Slotted Cavity Plugs)
A oc., l*0
Title of Test
Test Specimen #1
Test S ecimen #2
Test S ecimen #3►
Rating
H- C25 56 x 84
H-LC35 52 x 71
H-LC55*. 36 x 72
Overall Design Pressure
25 psf -
35 psf
55 psf
Operating Force
34 lbs max.
N/A
N/A
Air Infiltration
<0.08 c$n/
N/A
N/A
Water Resistance
5.25 psf
N/A
8.25 psf
Structural Test Pressure
37.5 psf
52.5 psf
82.5 psf
Deglazing
Passed
N/A
N/A
Forced Entry Resistance
Passed
N/A
N/A
Reference should be made to Report No. 05-30308.01 for complete test specimen description and
data.
For ARCHITECTURAL TESTING, INC.
'Lynn George, Project Manager
LG:nlb
A�
Architectural Testing.
AAMAfNV;WDA 101/1.8.2-97 TEST REPORT
Rendered to:
SIMONTON WINDOWS
-One Cochrane Avenue
Pennsboro, West Virginia 26415
Report No: 05-30308.01
Test Date: -12/07/01
Report Date: 12/19/01
Expiration Date: 12/07/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to
witness performance tests on three Series/Moder 75-75, PVC double hung windows at their
facility in Pennsboro, West Virginia. The samples tested successfully met the performance
requirements for the following ratings: Test Specimen #1 H-LC25 56 x 84; Test Specimen #2
H-LC35 52 x 71;'Test Specimen #3 H-LC55* 36 x 72. Test specimen description and results are
reported herein.
General Note: An asterisk (*) next to the performance grade indicates that the size tested for '
optional performance was smaller than the minimum test size for the product type and class.
Test Specification: The test specimen was evaluated in accordance with A
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors. .
Test Specimen Description:
Series/Model: 75-75
Type: PVC Double Hung Window (with A2 Reinforcement and Slotted Cavity Plugs)
Test Specimen #1 H-LC25 56 x 84
Overall Size: 4'8" wide by TO" high
Top Sash Size: 4'3-3/4" wide by 3'4-1/16" high
Bottom Sash Size: 4'4-3/4" wide by 3'5-1/16" high
Screen Size: 4' 3-7/8" wide by 3' 5-3/8" high
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
1
05-30308.01
page 2 of 7
Test Specimen Description: (Continued)
Test Specimen #2: H-LC35 52 x 71
OverallSize: 4' 4" wide by 5'11" high
Top Sash Size: 3' 11-3/4" wide by 2' 10-5/8" high
Bottom Sash Size: 4'0-3/4" wide by 2' 11-5/8" high
Screen Size: 3' 11-13/16" wide by 2' 10-7/8" high
Test Specimen #3: H-LC55* 36 x 72
Overall Size: 3'01" wide by 6'0" high
Top Sash Size: 2' 7-3/4" wide by 2' 10-3/16" high
Bottom Sash Size: 2'8-3 /4" wide by 2' 11-1/8" high
Screen Size: 2'7-11/16" wide by 2'. 11-5/8" high
The following descriptions apply to all specimens.
Finish: All vinyl was white.
Glazing Details: The sash were exterior glazed with 3/4" thick, sealed insulating glass
fabricated from two sheets of 3/32" thick annealed glass and a steel spacer system. The glass
was set onto a double -sided adhesive tape and secured with dual durometer snap -in vinyl
glazing beads.
t
Weatherstripping:
DescriRtion Ouanti Location
0.187" backed by 0.210" 1 Row Sill
high pile with center fin
0.187" backed by 0.250" 1 Row Lock rail, keeper rail, and top rail
high pile with center fin
0.187" backed by 0.250" 2 Rows Bottom sash stiles ;
high pile with center fin
Test Specimen Description:
Weatherstripping; (Continued)
Description
0.187' backed by 0.250"
high pile with center fin
0.187' backed by 0.340"
high pile with center fin
7/16" diameter, offset, vinyl"
jacket/hollow foam -filled bulb,
with semi-rigid exterior leaf
uanti
3 Rows
1 Row
Es'�
05-30308.01
Page 3 of 7
Location
Top sash stiles
Exterior of bottom sash stiles,
and exterior of keeper_ rail
Bottom rail
0.187" backed C -fold 1 Row Bottom rail
vinyl jacket/foam-filled leaf
0.187" backed 0.250" high 1 Row Head adapter
vinyl jacket/foam filled bulb
0.187' backed 0.250" high 2 Rows Top rail
vinyl jacket/foam filled bulb
Frame Construction: The PVC frame was constructed using mitered and welded comer
construction. A PVC snap -in adapter -was located at the head.
Sash Construction: The PVC sash were assembled utilizing mitered and welded comer
construction.
Screen Construction: The screen was constructed with extruded aluminum. The comers
were square cut and secured using plastic comer keys. The fiberglass mesh screen cloth was
held -in-place with a flexible vinyl spline.
Hardware:
Description
Metal cam lock and keeper
Plastic tilt latch
Metal pivot bar i.
Constant force balance system
uanti Location
2 Lock rail, 8" in from each end with
adjacent. keepers on the exterior rail
4 Top comers of each sash
4 Bottom comers of each sash
4 Two per jamb, three coils per
balance
05-30308.01 _
Page 4 of 7
Test Specimen Description: (Continued( '
Drainage:
Description OUanti Location
1-1/16" wide by 1/8" high 2 Exterior face of sill,
weephole_(with_flap) an e-3-146!orn-eaeh-ena
1-1/16" wide by 3/16" deep 2 Sill/jamb intersection, one at
weephole (with slotted each end
cavity plugs)
1" wide by 3/16" high 2 Sill intermediate leg
weepslot
3/16" diameter hole 4 Bottom rail and exterior interlock
rail, one 3/4" from each end
'Reinforcement: (Simonton Code A2) The lock rail, contained a hollow rectangular shaped,
extruded aluminum reinforcement measuring 0.989" x 0.796" x 0.062" (reference drawing
#60074). The ' keeper rail, contained a hollow custom shaped, extruded aluminum
reinforcement measuring 0747" x 0:488" x 0.060" (reference drawing #58167).
Installation: The unit was installed in a wood buck constructed of Spruce -Pine -Fir
construction lumber and secured with four #8 wood screws, one at the top and bottom each
jamb (embedded 1-1/2".into the wooden test buck). The unit was sealed at the interior and
exterior perimeter with a silicone caulking, with the exception of an approximate 6" void at
each interior sill comer.
f
Test Results:
The results are tabulated as follows:
Paragraph Title of Test - Test Method
Results
Allowed
Test Specimen #1: (H-LC25 56 x 84)
2.2.1.6.1 Operating Force
Top Sash
Opening
25 lbs
35;1bs max.
Closing
28 lbs
35'lbs max.
Bottom Sash
Opening
34 lbs
35 lbs max.
Closing
28 lbs
35 Is max.
. 05-30308.01
Page 5 of 7
Test Results:
`
ParaSM
Title of Test - Test Method
Results
Allowed
Test Specimen #1: H-LC25 56 x 84 (Continued)
2.1.2
Air Infiltration per ASTM E 283
@ 1.57 psf (25 mph)
0.08 cfrn/e
0.3 cfin/ft max.
Note #1:
The tested 'specimen meets the performance levels specified in AAAL41ArWWDA
101/1. S. 2-9 7for air infiltration.
2.1.3
Water Resistance per ASTM E 547
(with and.without screen)
WTP = 3.75 psf
No leakage
No leakage
2.1.4.2
-Uniform Load Structural per ASTM E 330
(Measurements reported were taken on the exterior meeting rail)
@ 37.5 psf (positive)
0.101"
0.207" max.
@'37.5 psf (negative)
0.141"
0.207" max.
2.2.1.6.2
Deglazing Test per ASTM E 987
ov Sash
In operating direction at 70 lbs
Lift rail
0.125"/25%
0.5001,/100%
Meeting rail
0.060"/12%
0.500"/100%
In remaining direction at 50 lbs
Left stile
0.060"/6%
0.500"/100% `
Right stile
0.060"/6%
0.500"/100%
Bottom Sash
In operating direction at 70 lbs
Lift rail
0.125"/6%
0.500"/100%
Meeting rail
0.060"/12%
0.500"/100%
In remaining direction at 50 lbs
Left stile
0.060'7121K.
0.500"/100%
Right stile
0.060"/12%
0.500"/100%
2.1.7
Welded Corner Test Meets as stated
Meets as stated
05-30308.01
Page 6 of 7
Test Results:
Paragraph Title of Test - Test Meihod Results Allowed
Test Specimen #1: H-LC25 56 x 84 (Continued)
2.1.8 Forced Entry Resistance per AAMA 1302.5-76
–. 'T,= No-en
—No-en
Test B No entry
No entry
Test C No entry
No entry
- Test D No entry
No entry
Test E No entry
No entry
.Test F No. entry
No entry
Test G No entry
No entry
Optional Performance
4.3 Water Resistance per ASTM E 547
(with and without screen)
WTP = 5.25 psf No leakage No leakage
Test Specimen #2: H-LC35 52 x 71
O;ptionaI Performance
4.4.2 Uniform Load Structural per ASTM E 330
(Measurements reported were taken on the exterior meeting rail)
@ 52.5 psf (positive) 0.092" 0.192" max.
@ 52.5 psf (negative) 0.122" 0.192" max.
1
Test Specimen #3: H-LC55* 36 x 72
Optional Performance
4.3 Water Resistance per ASTM E 547
(with and without screen)
WTP = 8.25 psf No leakage No leakage
4.4.2 Uniform Load Structural per ASTM E 330 .
(Measurements reported were taken on the exterior meeting rail)
@ 82.5 psf (positive) 0.047" 0.127" max.
@ 82.5 psf (negative) 0.033" 0.117" max.
MODEL D SIrNATION Simonton Double Hung Series 75-75/07-75 Vinyl Window
'QXIMUM OVERA I NO_ INA Snr' Single up to 52' x 74'
LZSIGN PRESSURE RATING Anchors: Positive 55.0 PSF Negative 55.0 PSF MASONRY LINTEL
Windows: Design Pressure Ratings Vary; See
Corresponding AAMA Test Report or
Dade NOA or Florida P.E.. Evnitim,* —
USABt E CONFIGURATIONS:
RATIONS•
GEN AL DES RIPT10N:
X
X
The head and side jambs are extruded
PVC. The wall thickness through which
the anchor screw penetrates is a
minimum of 0.070'.
a
• 1
2
iio
STUCCO
Stu
C
1/4' MA)
HEAOER JA
INTERIOR
SASH TRACK
EXTERIOF
SASH TR
INTERIOR
;.� SASH TRACA
RAIL
EXTERIOR
SASH TR
NOTE,' I. This installc
and where
co and Other
2. For installo
and sub–s,
'length mus
3. All interior
:-, , .- ...- . _ - _• 4. See .Manufc
5. Adjust Topc
52.0 MAX. OVERALL FRAME W10TH 6. When the c
required mi
o
Z
Li
..
J
W
Q
V•
'
X
X
The head and side jambs are extruded
PVC. The wall thickness through which
the anchor screw penetrates is a
minimum of 0.070'.
a
• 1
2
iio
STUCCO
Stu
C
1/4' MA)
HEAOER JA
INTERIOR
SASH TRACK
EXTERIOF
SASH TR
INTERIOR
;.� SASH TRACA
RAIL
EXTERIOR
SASH TR
NOTE,' I. This installc
and where
co and Other
2. For installo
and sub–s,
'length mus
3. All interior
:-, , .- ...- . _ - _• 4. See .Manufc
5. Adjust Topc
52.0 MAX. OVERALL FRAME W10TH 6. When the c
required mi
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I
PARCEL A
Lot 43, less THE South 64.26 feel, AND Lots
Florida.
PARCEL 8:
BEGIN at the Norteast Corner of tot 45, K
19 South, Range 31 East Serrinole County,
SURVEY NOTES:
1) No underground irhhpri
2) The above desailbed
3) The street address of
4) This survey was con
This is to certiy to JOHN J. FITZGERALD, OL
: have made an Boundary Survey of the above i
h Minimum Technical Standards set forth by the
3 the Florida SlaMes.
i
PLAT OF BOUNDARY SURVEY
br
JOHN J. FITZGERALD
Legal DewApfion
and 45, PHILLIPS TERRACE, according to the plat thereof as recorded in Plat Book a, Page 59, Public Records of Ser*mle Courhty,
TERRCACE, run North 138 feet; West 216.01 feel: S.02°14'W. to a point West of Beginning; East to Beginning, Section 31, Township
nents or utilities were located by Ihis survey.
rerty lies in a Flood Zone X.
above described property is 2417 Yate Avenue.
rd on the ground on 5 November 1999:
SURVEYOR'S CERTIFICATE
KENT MORTGAGE COMPANY, BENCHMARK Tf1LE AGENCY, and COMMONWEALTH LAND TITLE INSURANCE COMPANY That I
rscribed property and that the plat hereon delineated is an ate representation of the same. I further certify That this survey meets the
lodda Board of Surveyors an WNERSURVE
b lIG17.06 of the Florida Administrative Code pursuant to Section 472.027 of
YI
R. BLAIR KITNER - P.S.M. No. 3382
P. 0. Box 023 - Word. Florida 32771
1407)322-2000
Not valid without seal and original signature of surveyor
xr►..ar'
MODEL DESIGNATION: Simonton Double Hung Series 75-75/07-75 Vinyl Window
'4XfMUM OVERALL NOMINAI S17r• Single up to 52" x 74" Z
1.ESIGN PRESSURE RATING. Anchors: Positive 55.0 PSF Negative 5 5. 0 PSF MASONRY LINTEL :
Windows: Design Pressure Ratings Vary. See C!
Corresponding HAMA Test Report or
Dade NOA or +Florida P.E. Evaluation.
USABLE CONFIGURATIONS
GENERAL DESCRIPTION:
0
X
The head and side jambs are extruded
PVC. The wall thickness through which
the anchor screw penetrates is a
minimum of 0.070".
d
STUCCO
SILICONE
CAULK -
1/4' MAX. SHIM
HEADER JAMB --�
INTERIOR
SASH TRACK
io
EXTERIOR
SASH TRACK
INTERIOR
in SASH TRACK
RAIL
EXTERIOR
SASH TRACK
'- 2.0" MIN.
1 HEAD JAMB
1
SILICONE
CAULK
STUCCO ---.
MASONRY
SILL
1. x 2"
FURRING
DRYWALL
1 I" x 6'
SILICONE CAULK
3 1/1' x 3/16' TAPCON
TYPE ANCHOR
1.25" MIN.
�- 7.625' -- I
SILL
N
O
N
1" x 2'
ui
u
FURRING
N
o
a
DRYWALLt
u Co
u
�
1' x 6'
u
Wt.L:v.
In
Li
.0
3/16' TAPCON
TYPE ANCHOR
2
o o. L6 N
Lal
J 0In
C o+
•L
_J
.�.
LAJ
O
•t
0
X
The head and side jambs are extruded
PVC. The wall thickness through which
the anchor screw penetrates is a
minimum of 0.070".
d
STUCCO
SILICONE
CAULK -
1/4' MAX. SHIM
HEADER JAMB --�
INTERIOR
SASH TRACK
io
EXTERIOR
SASH TRACK
INTERIOR
in SASH TRACK
RAIL
EXTERIOR
SASH TRACK
'- 2.0" MIN.
1 HEAD JAMB
1
SILICONE
CAULK
STUCCO ---.
MASONRY
SILL
1. x 2"
FURRING
DRYWALL
1 I" x 6'
SILICONE CAULK
3 1/1' x 3/16' TAPCON
TYPE ANCHOR
1.25" MIN.
�- 7.625' -- I
SILL
r1B. x-1/4' MAX. SHIM
SILICONE CAULK
3 1/1" x 3/16' TAPCON
TYPE ANCHOR
STUCCO
VERTICAL JAMB
SILICONE CAULK
INSIDE STOOL
fSHIM
1. x 1' FURRING
,- DRYWALL
C�
N �
Cn N
O y N
c
c a N
3r0
o.DO O
`c V H
C
E C
rn0aC_
I. This installation has been evaluated for use in locctiors adherina to the Florida Building Code
and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings
and Other Structures do not exceed the design pressure ratings listed herein.
• CONSULTANTS. IN-'
2. For installations where the sub -buck is less than 1-1/2" (RC section 1707.4.4 Anchorage Methods 613.659.9197
and sub -sections 1707.4.4.1 and 1707.4.4.1) Topcon type concrete anchors must be used and the
length must be such that a minimum 1-1/4" engagement of the Topcon into the mesonry wall is obtained. DATE: 4/27/1.2
... • , : ,
J. All interior and exterior perimeter surfaces of the window must be caulked. SCALE N.-.5.
�..
41 1�
• _ 4. See Manufacture's Installation Instructions for .additional hardware. anchoring if. required.
. .
. 5. Adjust Topcon anchor locations, if necessary. to maintain a minimum 1.0' clearance from mortar joints. CNK. B": R.W.
l 6. When the optional Head Expanders are used the Installer Must Adiust the anchor length to maintain the DRAWING NO.:
52.0" MAX. OVERALL FRAM WIDTH required minimum embedment in s-;lsR
q to the substrate.
6NLE' 1 Or i
N
O
N
1" x 2'
ui
u
FURRING
N
o
a
DRYWALLt
u Co
u
�
1' x 6'
u
u Z In,
In In
In
Li
.0
3/16' TAPCON
TYPE ANCHOR
o o. L6 N
co J
J 0In
C o+
r1B. x-1/4' MAX. SHIM
SILICONE CAULK
3 1/1" x 3/16' TAPCON
TYPE ANCHOR
STUCCO
VERTICAL JAMB
SILICONE CAULK
INSIDE STOOL
fSHIM
1. x 1' FURRING
,- DRYWALL
C�
N �
Cn N
O y N
c
c a N
3r0
o.DO O
`c V H
C
E C
rn0aC_
I. This installation has been evaluated for use in locctiors adherina to the Florida Building Code
and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings
and Other Structures do not exceed the design pressure ratings listed herein.
• CONSULTANTS. IN-'
2. For installations where the sub -buck is less than 1-1/2" (RC section 1707.4.4 Anchorage Methods 613.659.9197
and sub -sections 1707.4.4.1 and 1707.4.4.1) Topcon type concrete anchors must be used and the
length must be such that a minimum 1-1/4" engagement of the Topcon into the mesonry wall is obtained. DATE: 4/27/1.2
... • , : ,
J. All interior and exterior perimeter surfaces of the window must be caulked. SCALE N.-.5.
�..
41 1�
• _ 4. See Manufacture's Installation Instructions for .additional hardware. anchoring if. required.
. .
. 5. Adjust Topcon anchor locations, if necessary. to maintain a minimum 1.0' clearance from mortar joints. CNK. B": R.W.
l 6. When the optional Head Expanders are used the Installer Must Adiust the anchor length to maintain the DRAWING NO.:
52.0" MAX. OVERALL FRAM WIDTH required minimum embedment in s-;lsR
q to the substrate.
6NLE' 1 Or i
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
PARCEL DETAIL
= t a O C 1
�.'
E 24T K S
!!n! . �•
� i % ...
W24TRPL
Q
2003 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 2
Parcel Id: 31-19-31-519-0000-0430 Tax District: S1-SANFORD
Depreciated Bldg Value: $98,109
Owner: FITZGERALD JOHN J Exemptions: 00 -HOMESTEAD
Depreciated EXFT Value: $8,363
Address: 2417 YALE AVE
Land Value (Market): $27,850
City,State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 2417 YALE AVE SANFORD 32771
Just/Market Value: $134,322
Subdivision Name: PHILLIPS TERRACE
Assessed Value (SOH): $111,395
Dor: 01 -SINGLE FAMILY
Exempt Value: $25,000
Taxable Value: $86,395
SALES
Deed Date Book Page Amount Vaclimp
2002 VALUE SUMMARY
WARRANTY DEED 11/1999 03756 0171 $145,000 Improved
2002 Tax Bill Amount: $1,774
WARRANTY DEED 05/1980 01277 1449 $62,000 Vacant
2002 Taxable Value: $83,784
QUITCLAIM DEED 01/1977 01122 1451 $100 Vacant
Find Comparable Sales within this Subdivision
LAND
Land Assess Method Frontage Depth Land Unit Land
LEGAL DESCRIPTION PLAT
Units Price Value
LEG LOT 43 (LESS S 64.26 FT) & ALL LOTS 44 &
FRONT FOOT &
80 167 .000 160.00 $13,952
45 PHILLIPS TERRACE
DEPTH
PB 8 PG 59
FRONT FOOT &
86 144 .000 160.00 $13,898
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1976 6 1,779 1,529 BRICK/WOOD FRAMING $84,709 $95,179
Appendage / Sgft OPEN PORCH UNFINISHED / 240
Appendage / Sgft BASE / 351
Appendage / Sgft OPEN PORCH FINISHED / 10
2 BARNS/SHEDS 1981 0 1,739 1,739 CONC BLOCK $13,400 $23,929
Appendage / Sgft BASE / 396
Appendage / Sgft BASE / 391
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM CARPORT W/SLAB 1992 364 $1,499 $2,366
SCREEN ENCLOSURE 1987 1,312 $1,226 $2,624
ALUM PORCH W/CONC FL 1992 576 $2,373 $3,744
ALUM SCREEN PORCH W/GONG FL 1992 312 $1,681 $2,652
SPA 1992 1 $1,584 $2,500
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=31193151900000430&... 8/4/2003
Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2
-'urposes.
* If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
http://www.scpafl.orglpls/web/re web.seminole_County_title?parcel=31193151900000430&... 8/4/2003