HomeMy WebLinkAbout3513 S Park Ave (2)rrvy to
Permit # :
Job Address:03)
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date: I __C)_0`I
Zoning: Value of Work: S L'1(o 5S•txw—
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 Cale. 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)
Parcel #:
Owners Name & Address: _ mt(n _ C:.,1
Contractor Name & Address:
Phone & Fax: Zj )1- f -Lxz
Bonding Company:
Address:
Attach Proof of Ownership & Legal Description)
Phone: WU /'
State License Number:
Mortgage Lender: _
Address: f,A11 Anne
Architect/Engineer: Phoned
Address:
Application is hereby made to obtain a permit to do the work and+iristallatiRf to 'c I Yfwn work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet siaridards in thisjurisdiction. 1 understand that a separate.
permit most 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 verifrc ' that I will notify the owner of the property of the requirements of Florida 'en Law, °S 713.
NOT,
ignature of Owner gen Date Signature of Co ctor/Agent Date y
pt 1z D
Ala... N
rint Own r/AAnt Name P ' e 's Name / =
1F Z ignature of N ary-State of Florida Date Signatur of ota - to a of Flo a Date a m Cl)
yZ
C m Wo
u caner/Agent is _ Personally o n to Me or Contractor/Agent is _ onally Known to Me or a C7
pG
to > roduced Produced ID
a
r+ 0
N o2p0
N APPROVED BY: Bid. 'D
Zoning: Utilities: FD: 5 x
g (initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) " w
P;M,4ial Conditions:
AT-HOME installed
SERVICES Siding and Windows
o whom It May Concern:
This letter will authorize the following person(s) to act as agent(s) on behalf of
RMA Home Services, 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
3S 13 S. )F4r ,
Qualifier -Bill Charles Bertier
RMA Home Services, Inc.
D/B/A The Home Depot Installed Sales
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The foregoing instrument was a6knowledged before me this 201h day of
November, 2003 by Bill Charles Bertier.
IY 1 ` ' 1• P
r
Notary Public -State of Florida
Kim DeRose
Printed Name:
My Commission Expires:
Sal)
KIM M. DE ROSE
Commisalon 0 DD0143837R` F=
Z'
o®a
4 Expims0fi
SOnded ft-AM
Notary Assn.. Inc. i:.e00,432-4254).....Florida
Personally Known X Or Produced Identification
Type of Identification Produced,
Proudly sold, furnished and installed by RMA Home Services, Inc., a Home Depot authorized contractor.
3200 Cobb Galleria Parkway, Suite 200 - Atlanta, GA 30339.770-779-1300 - Fax 770-984-0709 - Toll Free 800-79-DEPOT
IIIIIIIIIIQUIQUI11111111UQU111ill &I Is IsW91NIitan, Return
to: Name:
RMA Home Services, Inc. Address:
3200 Cobb Galleria Pky. Ste. 200,
Atlanta, GA 30339 This
Instrument Prepared By: Property
Appraisers Parcel Identification:
Permit
No. KWANNE
14UR'3Es CLERK OF CIRCUIT COURT WAINOLE
COUNTY BK
05170 PS 1612 CLERK'
S # 2004008865 REi1IRDED
01/20/2004 02t0609-PN`\"`„ \k j REWRDINB
FEES 6.00 "-- t4;(L 1'"(1 E REWNDED
BY S O'Kelley: v
CERTIFIEDCOPY, f, IVIMYANNE!
MORSE ;- NOTICE
OF COMMENCEMENT STATE
OF FLORIDA COUNTY
OF Law /WQ6=- Folio
No. k`'
N? 4•
cr rk lr 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. Owner
Interest
in Property: Name
and address of fee simple titleholder (if other than Owner): Contractor —
name and address: The Home Depot Installed Sales 1212
North 39`s Street, Suite 402, Tampa, FL 33605 Phone
Number: 813-247-1300 Surety —
name and address: Fax
Number: 813-247-1313 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(1)(a)7., Florida Statues: Name
and addrem: nae ko 1! -.Snr c ff Li-D , 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. Expiration
date of Notice ^f Commencement (the expiration date is 1 year from the date of recording unles a different date is spcciFed). Signature
of Owner atur Printed
Name of Owner Printed Name of Owner Sworn
to and subscribed before me by who is personally known to me or produced r—
L ' L• IQ xv O 01 ,f/ zot p 4-I' idcntification,
and who take an oath, this J ay of , 20 . Signature
of Notary lZ
0 3 6 T Printed
Name of Notary: : o`%A^°' : J• Commission
No./Expiration: _m: tom= s
0 ;;
i`` Athtic TIM
Bonding
Co., Inc
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
J,^ s a„ „a.•p,.j i Back1 '
ROSE DR
rninolt County
W JENKINS CIR E JENKINS CIR 1I
1ill14i ./.
f 401tnFosdt1. 1i17t
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 12-20-30-504-0000-0340 Tax District: S1-SANFORD Number of Buildings: 1
RUFAS ANGELO A & 00- Depreciated Bldg Value: $54,875
ExemOwner: JANET L ptions: HOMESTEAD Depreciated EXFT Value: $0
Address: 3513 S PARK AVE Land Value (Market): $15,561
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 3513 PARK AVE S SANFORD 32771 Just/Market Value: $70,436
Subdivision Name: SOUTH PINECREST 4TH ADD Assessed Value (SOH): $51,978
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $26,978
2003 VALUE SUMMARY
SALES Tax Value(without SOH): $963
Deed Date Book Page Amount Vac/Imp
2003 Tax Bill Amount: $537
WARRANTY DEED 12/1995 03005 1330 $59,000 Improved Savings Due To SOH: $426
2003 Taxable Value: $25,760
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
Land Unit Land LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth
Units Price Value LEG LOT 34 SOUTH PINECREST 4TH ADD PB 12
FRONT FOOT &
90 120 .000 190.00 $15,561
PG 43
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1959 6 1,813 1,075 CONC BLOCK $54,875 $73,167
Appendage / Sgft UTILITY UNFINISHED / 108
Appendage / Sgft CARPORT UNFINISHED / 240
Appendage / Sgft OPEN PORCH FINISHED / 140
Appendage / Sgft ENCLOSED PORCH UNFINISHED / 250
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 Just/Market value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=12203050400000... 1 /16/2004
HOME IMPROVEMENT INSTALLATION CONTRACT
Branch Name: N - Date: /D- p Sold, Furnished & Installed by
T'
The Home Depot Installed. Sales
Branch Number: T Job #: !, 1212 North 39`" Street, Suite 402 Tampa, FL 33605
r (
813) 247-1300; Fax: (813) 247=1313
1
AInstallationAddress: P4,
FL Lic # CR C058500
77S City
State Zip Purcbaser(s): SS#: nrivnr1c Uiv if ,G F__ Il-+o Vrl.,..i. Dl..... ,.. aiJ
E O 8'Ixro9 1 00 av,
ic. Soo'
uoiue
ruVe: ll0
Mjfa Home
Address: if
different from Installation Address) City State Zip Project
Information UWe ("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 # 7 -0, incorporated herein by reference and made apart 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 wasnotincludedinthecontract. CONTRACT
AMOUNT $ q4 Jr 00 C
LESS
DEPOSIT $ 6 7 J• 00 BALANCE
DUE 0.
00 ONCOMPLETION $ Minimum
25% of Contract Amount due upon execution
of this contract. Indicate
Payment Method For BALANCE
DUE ON COMPLETION BELOW DEPOSIT
PAYMENT OPTIONS Subject
to fund verification and/or credit approval.) l .
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
Mastercard Discover American Express Home
Improvement Loan Home Depot Credit Card Available
Credit: $ / j(
QHIL & HDCC ONLY) Acct#:
qu(e Name
as it appears on card: 4"0 C2 fax:A SBy
my/our signature below, I/We agree to allow The Home Depot to charge the above
referenced credit card for rtthe
edepositindicated. dholders
Signature Date 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
it. 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, IIWE AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. I/WE ACKNOWLEDGE RECEIPT
OF A COPY OF THIS CONTRACT AND TWO COMPLETED COPIES OF THE NOTICE OF CANCELLATION. BY
MY/OUR SIGNATURE BELOW, I/WE UNDERSTAND THAT THE AGREEMENT IS SUBJECT TO REVIEW OF MY/OUR CREDIT
HISTORY AND I/WE AUTHORIZE HOME DEPOT AND RMA HOME SERVICES 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: _b.4/ADate: O —P Sales Consultant
ACCEPTED BY:
Date: Homeowner Date:
Ho -
own
NOTICE: ADDITIONAL
TERMS, CONDITION AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT White - Branch
File Yellow - Customer Pink - Sales Consultant 5-13-
03 CC -SC
Prepared By RMA HOME SERVICES
Phone Number DIAGRAM SHEET
REAR
s
4 k7d
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tr #
14+111 1 a-
Aj
t
Customer Name / 45
Job #
T.
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41-4
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FRONT
M
NOTES. 1 Draw the outline of the house and indicate all windows and doors
MEAN ROOF HEIGHT"
2 Number the windows to be replaced with the corresponding number from the Spec Sheet Feet Overall Length
3 Measure and list the distance from each corner of the home to the closest window Overall Width
Measure Mean Roof Height from the ground, Exposure Category— 4 Indicate which window(s) will meet Egress Code requirements in the bedroom.'
to a point that is halfway from the peak to the eave % Windows being replacedAtleast1windoworexteriordoormustmeettheEgressCodeRequirementsr )i - To be completed by Permit Coordinator
WINDOW SPECIFICATION SHEET - Spec. Sheet % 2 _1
Customer. RAJ GE L1W _ LQ_ Job #: Consultant: -44,,— Sheet: !
1 of I Date:
1= 10_ - o of Existing
Window New Window vc
Location
Room /
Floor) Style
Code"
Metal
Y/
N Style
Code"
Series
Code"
e
U
Measurements
Grids Pattern' Pattern''2 Pattern''Z Window Glass
Options
Code"
Misc.
Items
Code"
Binge
Locations' Rough
Opening a
IT
o
r
jC
oo
j
b
r
j
c
c b
j
cc
c
N
o
6
j
j c
N
Csmt,
CPC, Bay, Bow, Patio &
Garden Doors from
outside, U to atj WidthHeightulMI-
L 4 11111 a Y L IOlN IT
AAl
3
4
F 1 s
A ov 6
7
8
I 9
10
11
I
I
t2
I
I
i
Grid
Pattern and Location MUST be indicated. 2
If a sinqle window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. Color
Of Window /
Door Wraps rortsm;
S, Ut-Ut nay or now, use L -H or -s (5tationary). t Or ratio H Garder. Doors, use'S" (Stationary) or'X' (Operating). BAY
i BOW WINDOW Projection
Angle: (Bay: 30° or 45) Bay
Window Flankers - DH I Csmt. Seatboard
Material - Birch or Oak New
Interior Casing (Bay/Bow/Garden/Patio Doors) Clamshell (
CL) or Colonial (CO) I Top
of Window to Soffit ( inches ) Width
of Overhang ( inches) If
tied to Soffit, color of Sotitt material Construct
Roof ' ( Yes / No) a
There is no guarantee that new shingles will match existing color SPECIAL
CONSIDERATIONS: j •- Ad--- GARDEN
WINDOWS WALL
THICKNESS ° (inches) SEATSOARD
MATERIAL Specify
Birch or Oak Veneer or White Pionite Additional
charge for wall thickness of 6" or more. 1
have reviewed and agree with all of the job
specifications described above. Date
5-
14-03 SA-W-SD
WINDOW SPECIFICATION SHEET - Spec. Sheet : W 7 7 9 2 0Customer: Apt/ l 4-0 Wt_W45;J:: Job Consultant:
Sheet:._ / of I
natp- i _ ,f^ _—,?Z
Existing Window New Window
Measurements Grids Pattern' Pattern''2 1 Pattern''2 Window Hinge Locations 3
w Location Style Metal Style Series
L
o
Glass Misc. Rough Opening co m co ia
ro
C co c Csmt, CPC, Bay, Bow,
O Wa o z0
U N o N
L
U N Options Items Patio &Garden Doors
Width Height UIRoom / Floor) Code" Y/ N Cod/e" Code" V o
U j J j J j 8
Code" Code" from outside, Lt to Rt)
2 A)
3 v a cE 7C- M, 9 e
4 S Mi I 4
5 A ov Z, f G
6
7
8
9
10
1T
12
Grid Pattern and Location MUST be indicated. Color Of
z If a single window or mulled windows require multiple grid patterns, indicate location and pattern in the additional spaces provided. Window / Door Wraps
3 Fnr (—tc r.P( Rom„ — n.,,., ..-- ,, --, -- -l— .n._..
BAY / BOW WINDOW
Projection Angle: (Bay: 300 or 45()
Bay Window Flankers - DH / Csmt.
Seatboard Material - Birch or Oak
New Interior Casing (Bay/Bow/Garden/Patio Doors)
Clamshell (CL) or Colonial (CO) F
a.,Ulf vuu—, — Cl toiduUndry) Ur n tuperaang).
Top of Window to Soffit ( inches )
Width of Overhang ( inches )
If tied to Soffit, color of Soffit material
Construct Roof 3 ( Yes / No )
3 There is no guarantee that new shingles will match existing color
SPECIAL CONSIDERATIONS: .- ,JOAI
GARDEN WINDOWS
NALL THICKNESS 4 (inches).
3EATBOARD MATERIAL
ipecify Birch or Oak Veneer or White Pionite
Haanional charge for wall thickness of 6" or more.
I have reviewed and agree with all of the
job specifications described above.
Date
5-14-03 SA-W-SD
t Draw the outline of the house and Indicate ad windows and doors
2 Number the windows to be replaced with the corresponding number from the Spec Sheet
3 Measure and list the distance from each corner of the home to the closest window
4 Indicate which windows) will meet Egress Code requirements in the bedroom_'
At least t window or exterior door must meet the Egress Code Requirements
MEAN ROOF HEIGHT" Feet Overall LwVth
Overall Kdth
Measure Mean Roof height from the ground, Expuswe Category-'-!
1 to a point that is haitway from the peak to the eave % Windows being replaced _
to be completed by i'e"t Coordinator
Avr-Zy• IUUI_ ;1:J4rM aiMun;un ruin
11U-00091 r- a ii
de
R 91T N
OFFICE COPY
CVWNWWDA 101/I.S.2-97
TEST REPORT SUMMARY
Rendered to:
SI MONTON WINDOWS
SERIES/1%,XODEL: 07-70
TYPE: PVC Horizontal Sliding Window (XOY)
with E2 Reinforcement
Title of Test Results
Rating HS-R50105 x 51
Overall Design Pressure 50 Psf
Operating Force 7 lbs max.
Air Infiltration 0.09 ofrn/ft
Water Resistance 7.5 sf
Structural Test Pressure 75.0 Rsf
Deglazing Passed Forced
Ent Resistance Passed PLANS
REVIEWED CITY
OF SANFORD Reference
should be made to Report No 05-30353 01 dated 04/02/02 for complete test specimen description
and data For
ARCHITECTURAL 'rES-TING, INC 0131taOY
signed by Lyna Gwrge Lynn
George, Project Manager LG.
nlb
Apr-n. auz J:JPM JIMUNIUN FUU NO•6641 F. J/IJ
A
1
AAMA/NWWDA 101/I.S.247 TEST REPORT
Rendered to:
SIMONTON WINDOWS
One Cochrane Avenue
Pennsboro, West Virginia 26415-9403
ReportNo: 05-30358.01 Test
Date: 03i 06/02 Report
Date: 04/02/02 Expiration
Date: 03/06/06 Project
Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to witness
performance tests on a Series/Model 07-70, PVC horizontal sliding window at their test facility
located in Pennsboro; West Virginia. The sample tested successfully met the performance
requirements for an HS-R50 105 x $1 rating. Test specimen description and results are
reported herein. Test
Specification: The test specimen was evaluated in accordance with AAM.4lNWWDA 101!
1.S 2-97, Voluntary Specifications for Aluminum, Vinyl (P.VC) and Woad Windows and Glass Doors.
Test
Specimen Description. Series/
Model. 07-70 Type:
PVC Hoizontal Sliding Window (XOX with E2 reinforcement) Overall
Size. 8' 0" wide by 4' 3" high Operable
Sash Size (2). 2' 1-5/8" wide by 3' 10-3/4" high Fixed
Sash Size. 4' 6-1/2" wide by 3' 10-3/4" high Screen
Size (2). F 11-3/4" wide by 3' 10-3/4" high Finish.
All vinyl was white
Hvr•[y• cuuc 4 44rm aimunivm rut, nu•oo41 r• 4/iJ
05-30358 01
Page 2 of 5
Test Specimen Description. (Continued)
Glazing Details: The sash and fixed lite were glazed with 1" thick sealed insulating glass.
fabricated with two 1/8" clear annealed sheets separated by a steel spacer system. The
insulating glass was set from the exterior against a double -sided adhesive tape and secured
with single leaf, dual durometer vinyl glazing beads.
Frame Construction: The PVC frame was assembled using mitered and welded corner
construction. Rigid PVC roller tracks were applied to the sill. The center fixed sash was
fastened to the head and sill using four molded plastic blocks, one at each sash corner. Each
block was fastened with one screw Into the sash and two screws into the frame.
Sash Construction: The PVC sash were assembled using mitered and welded corner
construction.
Screen Construction. The. screen was constructed from extruded aluminum: The comers
were square cut and secured with plastic corner keys. Fibermesh screen cloth was
held -in -place with a flexible spline
Weatherstripping:
DescliRt'O Zantit Location
0.187" backed by 0 460" 1 Row Interior meeting stiles
high pile with center fin
0-187" backed by 0.250" 2 Rows Top and bottom rails, iamb stiles
high pile with center fin
0.187" backed by 0.340" 1 Row Exterior side of exterior meeting
high pile with center fin stiles
0.187" backed by 0 300" 1 Row Interior side of exterior meeting
high pile with center fin stiles
Hardware:
Description Quantity Location
Metal cats lock 4 Meeting stiles, 12" from each end
and keeper
Plastic dual roller assembly 4 Bottom sash rail, one at each end
W -I• • LVUC J J4rM JIMvmivw rv.
4&
3 Test Specimen Description: (Continued)
Drainage:
IIU•0041 r• J/IJ
05-30358.01
Page 3 of 5
Descriptio Quand Location
1-1/16" by 3/16" weepslot 2 Exterior sill face, 4" from each end
with flap)
1" by 3/16" weepslot 4 Interior sill track, 4" from each end,
Intermediate sill wall, one at each
end
1/4" diameter weephole 2 Exterior sill track, 4" from each end
3/16" diameter weephole 8 Bottom rails, one at each end,
Sill screen track, one at each end
Reinforcement: (E2 reinforcement) The exterior meeting stiles contained a rectangular
shaped, formed steel reinforcement measuring 0.980" x 0.650" x 0:036" (reference drawing
iSIMRECTI). The interior meeting stiles contained a rectangular shaped, formed steel
reinforcement measuring 0 980" x 0 747" x 0 036" (reference drawing #55MECT2).
j Installation: The window was installed into a wood buck constructed of
Spruce -Pine -Fir construction lumber. The unit was sealed with silicone caulking at the
exterior and interior perimeter with the exception of an approximate 6" void at each interior
sill coaxer The unit was secured to the buck using four 98 wood screws, one at the top and
bottom of each jamb (embedded I-112" into the wooden test buck).
Test Results:
The results arc tabulated as follows:
Paragraph Title of Test - Test Method Results Allowe
Operating Force
Left Sash
Open 7 lbs 20 lbs max
Close 5 lbs 20 lbs max
Rt .ht Sash
Open 4 lbs 20 lbs max
Close 4 lbs 20 lbs max.
0
W -11 • CUUC J:49rM JIMVNIUN rul R0.0041 r• D/ IJ
Test Results; (Continued
05-30358.01
Page 4 of 5
parananh Title of Test - Test Method Results Allowed
2.1:2 Air Infiltration, per ASTM E 283
@ 1.56 psf (25 mph) 0.09 cf vft, 0.3 cfm/ft2 max.
Note #1: The tested specimen meets the performance levels specified in AAMAYNWWDA
101/1.S. 2-97 for air infiltration.
2. I.3 Water Resistance per ASTM E 547
with and without screen)
WTI? = 2.86 psf No leafage No leakage
2.1.4.2 Uniform Load Structural per-ASTM E 330
Measurements reported were taken on the right meeting stile)
@ 22.5 psf (positive) 0.052" 0.187" max.
@ 22.5 psf (negative) 0.016" 0.187" max.
2.2.1.6.2 Aeglazing Test per ASTM E 987
Left Sash
In operating. direction at 701bs
Handle stile 0.06011/12% 0 500" I100%
Meeting stile 0.060"/12% 0 500"/100%
In remaining direction at 50 lbs
Top rail 0.030"/6% 0.500"/100%
Bottom rail 0.06o"/129/0 0:500",'100%
i8 t Sash
In operating direction at 7016s
Handle stile 0 060"/12% 0 500"/100%
Meeting stile 0 060"/12% 0..500"/100%
In remaining direction at 50 Ibs
Top rail 0 030"/6% 0.500"/100%
Bottoin rail 0.030"/6% 0.5001100%
NDf•Cy• CU c J;JorM JIMunIVIV ruts 11U•00141 r- I/ IJ
Test Results: (Continued
Parawaph Title of Test - Test Method Results
2.1.7 Welded Corner Test Meets as stated
2.1,8 Forced Entry Resistance per ASTM F 588-97
Type: A
Grade: 10
Hand and Tool Manipulation No entry
Test Al through A7 No entry
Hand and Tool Manipulation No entry
I. -•(% • c. 1.
05-30358..01
Page 5 of 5
Allowed
Meets as stated
No entry
No entry
No entry
4.3 Water Resistance per ASTM E 547
with and without screen)
WTP = 7.5 psf No leakage No leakage
4.4.2. Uniform Load Structural per AST`&A E 330
Measurem-eats reported were taken on the right meeting stile)
@ 75.0 psf (positive) 0.1801, 0 187" max
@ 75.0 psf (negative) 0.136" 0 187" 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-
Digitally signed by I,%va GevYe
Lynn George
Project Manager
LG.nlb
05-30358 01
Steven M Urich
Senior Project Engineer
I
III 1• L V • L V V L V• V V I III V I III V I I I V I I I V V ply• V V 7 1 1 • VI I V
c 3 /,, -de,,-
DA 101/I.S.1-97
TEST REPORT SUMMARY
Rendered to:.
SIMONTON WINDOWS
SERIES/MODEL: 07-70
TYPE: PVC Horizontal Sliding window (XX)
with E2 Reinforceme0t
Title of Test Results
Rating HS-R50 73 x 51
Overall Design Pressure 50 psf
Operating Force 81b-max..
Air Infiltration 0.11 c$n/ft
Water Resistance 7.5 psf
Structural Test Pressure 75.0 psf
Deglaiing Passed
Forced Entry Resistance I Grade 10
Reference should be made to Report No. 05-3034.7.02 dated 04/02/02 for complete test specimen
description and data.
For ARCHITECTURAL TESTING, INC.
Diptally sWc4 by 6)M Ocorge
Lynn George, Project Manager
Mulb
I I r • • Y v V V .. V Y V I III V I III V I• I V I• I V V I
r V Y Y r r I V I I V
Architectural Testing
AAMA/NWWDA 101/I.S.2-97 TEST UPORT
Rendered to:
SIMONTON WINDOWS
One Cochrane Avenue
Pennsboro, West Virginia 26415-9403
Report No: 05-30347.02
Test Date: 02/07/02
And: 03/06/02
Report Date: 04/02!02
Expiration Date: 02/07/06
Project Summary: Architectural Testing, Inc. (AT1) was contracted by Simonton Windows to
witness performance tests on a Senes/Model 07-70, PVC horizontal sliding window at their test
facility located in Pennsboro, West Virginia. The sample tested successfully met the
performance requirements for an HS -R50 73 x 51 rating. Test specimen descriptions and results
are reported herein. ;.
Test'Speciilcation. The test specimen was evaluated in accordance with AAM. A/IvwWDA
101/1 S..2-97, Voluntary Specifications for Alwninum, Vinyl (PVC) and Wood Windows and Glws
Doors.
Test Specimen Description:
Series/Model: 07-70
Type: PVC Horizontal Shding Window (Type XX with E2 Reinforcement)
Overall Size: 6.' 1" wide by 4' 3" high
Sash'Size (2): 2' 11-13/16" wide by 3' 10-13/16" high
Screen, Size: 2' 10-7/.8" wide by T 10-11/16" high
Finish: All vinyl was white
Glazing Details: The sash were exterior glazed with 1" thick sealed tnsulating glass
fabricated with two 1/8" clear annealed sheets separated by a steel spacer system. The glass
was set against a double -sided adhesive tape and secured with single leaf, dual durometer
vinyl glazing beads.
130 Derry Court
York, PA I7402.9405
phone. 717 764 7700
fax. 717 764.4129
www archtest com
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A05-30347.02
Page Z of S
Test SpecJmen Description: (Continued)
Weatherstripping:
Descnplion , a ti Loca '
0.187" backed by 0.460" 1 Row Lock stile
high pile with; center fin
0.187" backed by 0.250" 2 Rows Top and bottom rails, jamb stiles
high pile with center fin
0.187" backed by 0.340" 1 Row Exterior side of keeper stile
high pile with center fin
0.187" backed by 0.300" 1 Row Interior side of keeper stile
high pile with center. fin
Frame Construction: The PVC frame was assembled using mitered and welded comer
construction. Rigid PVC roller tracks were applied to the sill.
Sasb Construction: The PVC sash were assembled using mitered and welded comer
construction.
Screen Construction: The screen was constructed from extruded aluminum. The corners
were square cut and secured with plastic corner keys. Fibermesh screen cloth was
held -in -place with a flexible spline.
Hardware:
DescrWtio Ouantit Location
Metal cam lock 2 Meeting stiles, 12" from each end
and keeper
Plastic dual roller assembly 4 Bottom sash rails, one at each end
PVC sash anti -lift 2 Head, one in each track
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Test Specimen Description: (Continued)
Drainage:
DescriRti Quanti
1-1/16" by 3116" weepslot 2
with flap)
IIv•vv7l I • 11/ IV
05-30347.02
Page 3 of 5
Localign.
Exterior sill face, 4" from each end
1" by 3/16" weepslot 4 Interior sill track, 4" from each end,
Intermediate sill wall, one at each
end
IAV diameter weephole 2 Exterior sill track, 4' from each end
3116" diameter. weephole 6 Bottom rails, one at each end,
Sill screen track, one at each end
Reinforcement. (E2 reinforcement) The interior meeting stile contained a rectangular
shaped, formed steel reinforcement measuring 0.980" x 0.747" x 0.0361' (reference drawin+..•- • -. -
SRvMCT2). The exterior meeting stile contained a rectangular shaped, formed steel
reinforcement measuring 0.980" x 0.650" x 0.036" (reference drawing. #SMIRECT I).
Installation: The window was installed into a wood buck constructed of Spruce -Pine -Fir
construction lumber. The unit was sealed with silicone caulking at the exterior and interior
penmeter with the exception of an approximate 6" void at each interior sill corner. The unit
was secured to the buck using four #8 wood screws, one at the top and bottom of each jamb
embedded 1-1/2" into the wooden test buck).
Test Results.
The results are tabulated as follows:
Paramrayh Title of Test - Test Method Resu A31owed
2.2.1.5.1 Operating Force
Left Sash
Open 7 lbs 20 lbs max.
Close 8 Ibs 20 lbs max
Right Sash
Open 8 lbs 201bs max.
Close 7 lbs 20 lbs max.
11 r l L J- G V V(. V' V V I In V I OI V I t I V In I V V I I- V • V v 7 1 1.•
A05-30347.02
Page 4 of 5
Test Results: (Continued)
parara p Title of Test - Test Method Resul Allowed
2.1.2 Air Infiltration per ASTM E 283
@ 1:56 psf (25 mph) 0.11 C&Vill 0.3 cf f max.
Note #1- The tested specimen meets the performance levels specified in A.AVfA/NW>PDA
IOr17.S. 2-97for. air001tration.
2.1.3 Water Resistance per ASTM E 547
with and without screen)
WTP = 2.86 psf No leakage No leakage
2.1.4 2 Uniform Load Structural per ASTM E 330
Measurements reported were taken on the exterior meeting stile)
@ 22..5 psf (positive) 0.035" 0.187" max.
@ 22.5 psf (negative) 0.024" 0.187" max.
2.2.1.6.2 Deglazing Test per ASTM E 987
Left
In operating direction. at 701bs
Handle stile 0.06V 12% 0.50011/100%
Meeting stile 0.060"/12% 0.500"/100%
In remaining direction at 50 lbs
Top rail 0.060"/12% 0.500"/100%
Bottom rail 0.060"/12% 0,50011/100%
Right. Sash
In operating direction at 70 lbs
Handle stile 0.030"76%v 0.500"/I006/o
Meeting stile 0.06011/12% 0.50011/100%
In remaining direction at 501bs
Top rail 0.09011/18% 0 500,7100%
Bottom. rail 0 030"/6% 0 50011/100%
2.1.7 Welded Coiner Test Meets as stated Meets as stated
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05-30347.02
Page 5 of 5
Test Results: (Coutiaiued)
araQravh Title of Test - Test Method zesults
2.1.8 Forced Entry Resistance per ASTM F 588-97
Type: A
Grade: 10
lowed
Hand and Tool Manipulation No entry No entry
Test Al through A7 No entry No entry
Hand and Tool Martipulation No entry No entry
Qptional Performance
4.3 Water Resistance per ASTM E 547
with and without screen)
WTP = 7.5 psf No leakage No leakage
4.4.2 Uniform Load Structural per ASTM E 330
Measurements reported were taken on the exterior meeting stile)
@ 75 0 psf (positive) 0132" 0.187" max.
@ 75-0 psf (negative) 0.171" 0.187" 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:
r;Kgially 31ped by Lyon Geode
Lynn George
Project Manager
LG.n1b
05-30347 02
a ;z z/
Steven M. Urich, P.E.
Senior Project Engmeer
Simarlon Harirarttol Siide.' Vrnyi W,11dcw _
W t Rs'lNC
ALsxlMUM G .w1Ll NrAtINAL S!?c ysingleupto73" X St eCNRy L:h7 - 3 _
CESICN P4c:SUPS R.3i7NC• - z r..3•---t On':
Aiehars: Fasitive 50.0 ;SF NegcUve SC.0 PSF
1r I `' 1' s 6' g Q NWndow s: Design Pressure Ratings Vcry, See .t' 1' x Z• y
Carrrspondingf Test Raper' Cade NC,1 ? _ "`^C J• i tic 3
do,
J/18• TAPCCN c Cl NorFianP.E cvcluctian. AyCNCA t p C
U`aat a rnNF rrrre,r+,,c. Xx. `e 0OXorXOSii1CC0 '. _ v a d a
aUcccGeNearnc:r'AlP;1eN• - Srt:CCNE / -' _
The heed end .side jambs are PVC extruded by ULX OCo oCR-WAc aSimontoa nwsWindc. The wall thickness through which
the anc40r screw penetrotes in the heed t•: 6' %`` and
side jambs is 0.070 ; HfAO dAAIB 3• /t 6' Lt?CCH -max : `f rt rrVEANCHCR •- 3tijWit
f
25•.1IlN. SlL;CO: CAU
STVC
v
l } j!F M e'SiM P a j n I
Vc.i.7G't J iM r !2 i dl
1' x J/IS' 7.CCN '"b .. R?
E A L. •:''
j k . ^' NCiCR
U- S"
LICCNE CAULK CAULK
v :: •.••: .... ___----.......... ._ - - _•--•--.._._.--- -- ......_ _ .......•
STUCCO L nOR UASCSNIRLLYHINS
OESTJCS
1'
r 1' FURRINGYNAL; OZj
CE
Sf ;,-}--«_ 3' CARIBOU L£i. SHOIyy T 1N
CROSS SECT)ON, V a o
OPIICNAL HOOKABOp LC 1 EXTE.
vSICN OETA1L-0. L
NOT: •
1. , Th$ - oRsutrarns, 'Pr.c -- rystem
has bean evoluated for use in to eollons adhering to the Flarido 8vildinq Code t1;J.sa..JeJI an
where _slur emen s as a crnined by A$ 7 Uini num Design Loads for Build 7J• At4X OVERALL N"O1H e rvc u s d'-- - d and' Dth SL--. QunoY' ings tSATE; 4/12/02 s... ..._.._ .- ..,....
re
d t u'
g in s- .ed ereirt-----• .SCx._elS _ inslollations
rheri the sub -buck is less than" 1-1/1. (FBC section '1707.4.4 Mw•LN. charage Alethods " end sub_see!lons 1707.4.4.1 and 1707.4.4.2) Topeon toe concrete anchors must be used and the 04r. BY; Rw. length mustbesuchthataminimum1-1/4• engogemant of the Topcon into the masonry. win :....0___J DRAwwe He;
MODEL DESIGNATION: Simonton Mulled Triple Casement Vinyl Window
MAXIMUM OVERAII NOMINAL S7 , Triple up to T06.5' x 72•
DESIGN PRESSURE RATING: Anchors: Positive 45.0 PSF Negative 45.0 PSF
Windows: Design Pressure Ratings Vary, See
Corresponding Teat Report, Dade NOA
or Florida. P.E. Evaluation.
USABLE CONFIGURATIONS: XXX
GENERAL DESCRIPTION: The head and side jambe are PVC extruded by
Simonton Windows. The wall thickness through
which the anchor screw penetrates in the head
and aide jambe is 0.070'.
A
i`
e
h
SEE NOTE 5
275' —
6'
6'•
2.73'
2.75'
6'
275'
U5' 2-1/2' x 3/16' TAPCON
WSONRY LINTEL ? d Sid ANCHOR SEE NOTE 4
n CW
1'x 2'
FURRING
57MCO
SILICONE _ f/
CAULK DRYWALL
I' x 6'
4' x J/16' TAPCON
TYPE ANCHOR, SEE NOTE 4 1 1
SASH
HE40 JAMB ;m
HEAD JAM@ C4
jT'
t
BSEAPLATE ` FOR
ANCHORING'} MULLIONS
1 w JI
e
VEIL-
JJ/ L BASE PLATE FORANCHORING1'
x 1' MULLIONS
y FURRING
DRYWALL
1'
x 6' 4'
x J/16' TAPCON TYPE
ANCHOR VERTICAL
JAMB fI. !'
easeMIX STUCCOJAW
SILICONE
CAULK INSIDE
STOOL SHIM
I"
x 2' FURRING SILL ,
IS
TAPCON Imamh—
2.25' —• TYPE ANCF10/RSEE NOTE 4 1.
This system has been evaluated for use to locations adMAng to the florlda Building Code and
where pressure requiromenb as determined by ASCE 7 Minimum Design Load@ for Buildings and
Other Structures do not exceed the design pressure ratings listed herein. 2.
For Installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and
sub -sections 1707.4.4.1 and 1707.4.4.2) Topton type concrete anchors must be used and the 2.
75' 275' length must be such that a minimum 1-1/4' engagement of the Topcon into the masonry 275'
wall is obtained. 6' - .-._.....
o....._..., _ .. .6'-... ...".,,.,.r,,...._.. J• When going to_a smaller windaw siza no anchor_screw shall be In a mortar. joint If a Screw falls 6'
in a mortar joint relocate the screw 20' above mortar belowthemortarjoint 4.
The anchor screw at 2.75' from the mullion center is through the mullion anchoring plate. The UAX
OVERALL MOTH anchor screw at 6' from the mullion center is through the window frems. 5
When installing a window below 30' in height the center screws are eliminated . When installing a window 30'
to 60' In Might use (1) screw at the frame center line. When Installing a window above 60' to 72' in height
anchor as shown with (1) screw J' above and below the frame center one. C
eF mt0C1 N `r N
C
N
O
a,
Ug00
c00t
f0 a 4 613.
ti64.3631 DATE
4/23/02 SCALE
N.T.S. ON.
BY: TJH CHK.
BY: RW. ORAWWG
NO.: S-
t0e exar
1 1