HomeMy WebLinkAbout03-2535
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CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2535
Permit Number: 2535 Issued: 11/25/2003
Permit Type: GENERAL BUILDING PERMIT
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 1,916.00 Total Fees:
Amount Paid: 60.00 Date Paid:
I
60.00
11/25/200
Address: 7152 ASHLAND DR
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: ALPHA VILLAGE
Parcel Number:
Name: HOME DEPOT (THE)
Addr: 207 KELSEY LANE, SUITE G
TAMPA, FL 3619
Phone: (186)640-2537 Lic:
Work Desc: REPLACE 3 WINDOWS
Name: MORRIS & ANN MARSH
Address: 7152 ASHLAND DR
ZEPHYRHILLS, FL. 33542
Phone:
f ,~J /'?/rt/o 7 IJflf'"cJ
I v' ,e..~lfd'('rtJc.
1 U
PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL PRE-METER WATER FINAL MECHANICAL
FRAME MISC SEWER MISC
INSULATION WALL MISC MISC. MISC.
INSULATION CEILING MISC. MISC. MISC.
DRIVEWAY MISC. MISC. FIRE DEPT. FINAL
I
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REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) shall be made for each trip for each trade:
(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Wa~rnlng 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 r~cording your notice of commencement. II
NO OCCUPANCY BEFORE C.O.
. ~--
----
SIGNATURE PERMIT OFFI
CALL FOR NSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
to H-('\~e'lo ;
3"Sd- ~\.\.~- )
ll05
------
-"--
OWNER'S NAMEj"{\)ff\S ~ +Bfln~. marsh PHONE CONTAC~/3)/%O- (i737
JOB SITE ADDRESS f"J1f):J A~hla nc{ Or ?f?ph')lrhll\S, fl.
',--
CITY OFZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPART~ 5335 8th STREET ZEPHYRBILLS, PL 33540
Phone:813-780-0020 Pax:813-780-0021
DATE RECEIVED /1- ~/- [;) #..0
PLANS REVIEW PEE
LEGAL DESCRIPTION: LOT(S) 30 BLOCK SUBDIVISION S+aJeS
PARCEL ID # 35-d5-;} (OBTAIN FROM PROPERTY TAX NOTICE)
-
WORK PROPSED: TERATION o REPAIR t;lINSTALL
DSIGN o MOVE 0 DEMOLISH
PROPOSED USE: ~GL FAMILY DWELLING DMULTI - FAM!LY 0# OF UNITS o MOBILE HOME
o COMMERCIAL o INDUSTRIAL o SWIMMING POOL o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK R(?0\or~ 3 \1 )\ndfu)S S'\"Ze +;" S)LJc...
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
R~SIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
Q'BUILDING
$~ VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
FINISHED FLOOR ELEVATIONS
IS PROJECT
o NO
BUILDER
SIGNATURE
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
****************************************
ELECTRICIAN
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
******************************************************************
PLUMBBR
COMPANY
STATE CERT OR REG 1ST #
CITY PROCESSING #
SIGNATURE
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictionsU wh1ch
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor SectionsU of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection GuideU prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owneru, I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owneru prior to commencement. .
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of ot~er governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "AU or "A,etc.u, it is
understood that a drainage plan addressing a "compensating volumeu will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time thEl work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEME
SIGNATURE: OWNER OR AGENT
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
, 1L..
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this -----Pay of
by
acknowledged
, 19
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
o who has produced
(type of identification)
and whoO did 0 did not take an oath.
Owho has produced
(type of identification)
and who Odid Diid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
Parcel Information for: 35-25-21-0050-00000-0370 Card: 001
Page 1 of2
Welcome: Records Search: Parcel Detail
Search Again Show Map Generalized Building Schematic Calculate Taxes
See Tax Collector Information - Current/Delinquent Taxes
ParcellD I 35-25-21-0050-00000-0370 (Card: 1 of 1) I
Classification I 01 - Single Family I
Mailing Address Assessment (totals)
MARSH MORRIS J & ANN C Ag Land --
7152 ASHLAND DR Land $19,305
ZEPHYRHILLS, FL 335401471 Building $39,057
Physical Address Extra Features $1,713
7152 ASHLAND DR
ZEPHYRHILLS, FL 33540 Total Assessment $60,075
Legal Description (First 4 Lines) Save Our Homes $0
ALPHA VILLAGE ESTATES PHASE I Homestead - $25,000
PB 19 PGS 69-70 LOT 37 Taxable Value $35,075
OR 5003 PG 1981
~ Land Detail (Card: 1 of 1)
Description Zoning Un e Cond II Value
01 0100 SFR 00R2 7~ C::~ ? "':I. I 1.00 II $19.2281
02 0100 SFR 00R2 7,731.00 SF .01 I 1.00 II $771
Additional Land Information
Acres II 0.35 Tax Area II 30ZH II Fema Co Res Code ~
Buildina Information - Year Built 1982 USE 01 - Single Family Residential (Card: 1 of 1)
Ext Wall 1 Concrete Block Stucco Ext Wall 2 None
Roof Str Gable or Hip Roof Cov Asphalt or Composition Shingle
Int Wall 1 Drywall Int Wall 2 None
Flooring 1 Carpet Flooring 2 None
Fuel Electric Heat Forced Air - Ducted
AC Central Baths 1.00
Line Description Sq. Feet Repl. Cost New
1 BAS 832 $36,849
2 FOP 64 $576
3 FGR 312 I $5,536 I
I 4 I FEA 144 I $4,473 I
Extra Features (Card: 1 of 1)
Line ription I Year II Units II Value I
1 DWC 1982 350 $480
2 UDU-M 1982 1 $1,233
Sales History
Previous Owner JARRETT VIRGINIA &
Year Month Book I Page I Type II Amount I
2002 06 5003/ 1981 I WD II $78,5001
2001 01 I 4525 / 1282 II WD II -- I
1993 I 01 II 3109/0975 II WD II $65,0001
http://www . appraiser.pascogov.comlsearch/parce1.asp?Sec=35&Twn=25&Rng=21 &Sbb... 11/14/2003
Installed
Siding and Windows
: () Whom Tt May Concern:
This letter will authorize the' follO\ving person(s) to act as agent(s) on h,--:,,~:t' c:
K\-IA Home Services, Inc., D/B/:\ The Home Depot Installed Sales, 3200 Cobb CJ:lllaria
Park\vay, Suite 200, Atlanta, GA 30339 to pull and sign tor permits and inspections with
respect to the installation, maintenance and repair o!' \vindows and siding under Florida
State Hllilding Contractor license number CR C0585IJO,
Authorized person(s):
Angelo Santiago SS# 310-74-3507
Angela Lawson Santiago SS# 087-()2-8188
.J ud Ryzc\Vski SS# 313-82-0879
Arthur Crespo SS# 316-72-2141
~_~LS_~_ ~_1~0D_
Dr__
(\ 11 ....
',~,JI -~ > t.'~),;j/._._--.....
Qllalilier-8ill Charles Bertier
RMA Home Services. Inc.
1)'13//\ Thc Home Depot Installed Sales
STA TF OF FLORIDA
COU;\JTY OF HILLSBOROUGll
The foregoing instrument \\tl:; acknowledged 11-:::i Ire me this 4th day of
l\ovemher. 2003 by Bill Charles LL:rtier.
__~0\~~
Not,iry Public-State of Florida
Kim DeRose
Printed Name:
. -.~"'\ "-.1 I ...................e......\
~SWJo'oJ.........KIM M DE ROS 7 .
t....~:'~:"""" ,~ . DD01~ :
: <I ~1 ,u.;''f. comm 12006:
: j~t:l EJCPI~ 8121 :
: \~"''''j 8c)ndecl ~t1 :
. ", .tOff\.~. AsSn Inc. .
: "II","",,,\: E....l Florida Not8ry.......~~........
: \~32"'2;;r'9 .................
;..................
IVly Clll11mission Expires: 't-"2-~"{;
J\.'l'<<)Jully KnO\\ll
x
()r Ilmducecl TC1l-:!I:li,'dtjOj:
:.:' IC' :ic~llion Prod! "-""":
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 · Fax (770) 779-1333
HOME IMPROVEMENT INSTALLATION CONTRACT
Branch Number:
y(
Job#:
Sold, Furnished & Installed by
The Home Depot Installed Sales
1212 North 39th Street, Suite 402 Tampa, FL 33605
(813) 247-1300; Fax: (813) 247-1313
FL Lic # CR C058500
/.J-s.4/c-Ul'.( 1::;_ ? Y' ..., I. >"'~ t., ,IJ, f-~__ 3 .1 S Ya
City / State Zip
Driver's License: Work Phone: Home Phone:
) fi47J 7 J-rj ~
) ( )
1/',9-C}
6., 7lit6'
:Branch Name: N /-l~;.,,- ~ ""< Date:
Installation Address:
7 /)4
Home Address:
(if different from Installation Address)
City
State
Zip
Proiect Information I/We ("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 # .~ 22 Y6' ( , incorporated herein by reference and made a part hereof.
Home Depot reserves the right to cancel this contract if, upon re-inspectioJ;1 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.
*LESS DEPOSIT
c<'
$ J ? (6 . '"''
9 ~
$ I (6'-
DEPOSIT PAYMENT OPTIONS
(Subject to fund verification and/or credit approval.)
CONTRACT AMOUNT
1. Check. Cashiers Check or US Postal Service Money Order
(ma~e payable to The Home Depot),
2. Credit Card* and/or other payment options - Circle One Below
BALANCE DUE
ON COMPLETION
$
-e------
Visa Mastercard Discover American Express
Home Improvement Loan Home Depot Credit Card
*25% of Contract Amount due upon execution of this contract.
A vailable Credit: $
( HIL & HDCC ONLY)
Acct#;
Exp. Date:
Indicate Payment Method For
BALANCE DUE ON COMPLETION BELOW
Name as it appears on card:
*By my/our signature below. I1We agree to allow The Home Depot to charge the
above referenced credit card for the deposit indicated.
Cardholders 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 CrediULoan 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 3Ur~p.s. th::.t irnmpni!lltph, lInnn C''lotiC'.f''lo.................., ""'1"0...............1......:,..._ ....& .L_ _____1-
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AAMAINWWDA 101/I.S.2,-97
TESTREPORTS~Y
Rendered to:
SIMONTON WINDOWS
SERIESIMODEL: 07-10
TYPE: pve Horizontal Slidiig ,Window (XX)
with E2 Reinforceme~t '.
Tide of Test Results
Ratinp; HS-R50 ?3 x 51
Overall DesiRIl Pressure 50 psi
ODerating Force 8 lb'm;IX..
Ail Inf1ltration 0.11 cfmlft2
Water Resistance 7.5 psf
Structural Test Pressure :1:75.0 psf
Delid,azin2 Passed
Forced Entry Resistance Grade 10
Reference should be made to Report No. 05-3034-7.02 dated 04/02/02 for complete test specImen
description and data. ..'~ '"'~. ,\r"\~'E
. PL ,"je, "-' I:>
For ARCHITECTURAL TESTING, INC. DATE . DE ; APPROVED r 1
6U 1'-:::' IN
;R~~
DlCllllly Sltned by l.)lIIl Oeorac
Lynn George, Project Manager
LG.nib
I
A
~
Architectural Testln!
AAMA/NWWDA 1011J_S~2-97 TEST REPORT
Rendered to:
SIMONTON WINDOWS
One Cochrane Avenue
Pennsboro, VVest"~gDria 26415-9403
Report No: 05-30347.02
Test Date: 02/07/02
~d: 03/06/02
Report Date: 04/02/02
Expiration Date: 02/07 f06
Project Summary: Arclritectural Testing, Inc. (ATI) was contracted ~y Simonton Windows to
witness perfonnance tests on a SeneslModel 07.70, PVC honzontal Sliding window at theIr test
facility located in Pennsbqfo, West Virginia. ~e ~ple tested sus;ces'sfu}ly met the
performance requirements for an"HS -RSO 73 x'Sl rating, TeSt specimen descriptions and results
are reported herein. ..).
Test Specification. The test specImen was evaluated in accordance with AA..lv'IAJNWWDA
lOi/I 5,,2-97, Voluntary Speczficatzonsfqr Alumznum, Vznyl (PVC) ami Wood Windows and Glass
Doors.
Test SpeciJnen Description:
Series/Model: 07-70
Type: PVC Horizon~ Shdm.g Window (Type XX with E2 Reinforcement)
Overall Size: 6' 1" Wid~ by 4' 3" lugh
Sash Size (2): 2' 11-13/16" wide by 3' 10-13/16" high
Screen Size: 2' 10-7/8" WIde by 3' 1 0-11/ 16" ~gh
Finish: All vinyl was white
Glazing Details: Th.e sash were exterior glazed With l" thick sealed msulatmg 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 ll?af, dual durometer
vinyl glazing beads.
130 Derry Court
York. PA 17402-9405
phone. 7177647700
fax, 7 1'764.4129
www archtest com
I,
A
05-30347.02
Page 20fS
Test SpecUne.D Description; (Con~ued)
W catherstrippiDg:
Descnptlon Ouantitv Location
0.187" backed by 0.460" I Row Lock stile
high pile with center fin
0.187" backed by 0.250" 2 Rows Top and bottom ratIs, jamb stiles
high pile with center fin
0.187" backed by 0.340" tRow Exterior side of keeper stile
high pile with center fin
0.187" backed by 0.300" 1 Row Inteno! side of keeper stile
high pile witlt center fin
Frame Construction: Tb.e PVC frame was assembled using mitered and welded comer
construction. Rigid PVC ro~er tracks were applied to the sill,
Sash Construction; The PVC sash were assembled using ~tered and welded cOiIler "
construction,
Screen Construction: The screen was constructed from extruded aluminum. The corners
were square cut and secured with plastic comer keys. 'Fibermesh screen cloth' was
held~in-p~ace wjth a flexIble Spline
Hardware:
Description
Quantitv .
Location
Metal cam lock
and keeper
2
Meeting stiles, 12" from each end
Plastic dual roller assembly
4
Bottom sash rails, one at each end
PVC sash anti-lift
2
Head, one In each traqk
nr r . '-l.J. '-U""L. \I' 'r/\ll I"
I
&
~
05-30347.02
Page 3 of 5
T~t Specimen Description: (Continued)
Dramage;
Descrll'tion
Ouantity
Location
1-1116" by 3/16" weepslot
(with flap)
2
Exterior sill face, 4" from each end
I" by 3/16" weepsIot
4
Interior sill track, 4" from each end,
Intermediate sill wall, o~e at each
end
114" diameter wcephole
2
Extenor sill track, 4" from each end
3/16" diameter. weephole
6
Bottom mIs, one at each end,
Sill screen track, one at each end
Reinfol'cement: (E2 remforcement) The interior meetmg stile contamed a rec~gular
shaped, formed steel teinforcement measuring 0.980'. x 0.747" x 0.036" (reference drawing:. ...-.. -. -
#SIMRECT2). T~e extenor meeting stil~ containeq a rectangular shaped, formed steel
reinforcement measuring 0.980":t 0.650" x 0,036" (reference drawmg.#SIMRECTl).
Instanation~ The window was installed into a wood buck constructed of Sproce-Pme-Pir
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 s111 comer. The \Ullt
was secured to the buck using four #8 wood screws, one at the top arid bottom of each jamb
(embedded 1-112" into the wooden test buck).
Test Results:
The results are tabulated as' follows:
Para2raoh
Title of Test - Test Method
Operating Force
Left Sash
Open
Close
Results
Allowed
2.2.1.5,1
7lbs
Sibs
20 Ibs max.
20 Ibs max
Rlllht Sash
Open
Close
BIbs
7Ibs
20 Ibs ma'L
20 Ibs max.
I
A
05-30347.02
Page 4 of 5
Test Results: (ContInued)
paragraph
2,1.2
Title or Test - Test Method Results
Air Infiltration pet ASTh1 E 283
@ l;S~ psf(2S mpb) 0.11 cfm/ft2
Allowed
0.3 c1inl~ max,
Note #1' The tested specimen meets the performance levels specified i"n AA.i'IJA./NWWDA.
1 OllIS. 2-P7 for. air infiltration. .
2.1.3
2.1.4 2
2.2.1.6.2
2.1,7
Water Resistanc~ per ASTM E 547
(wi~ and without screen)
WtP = 2.86 psI . No leakage
No leakage
Un1fonn Load Structural per ASTM E 330
(Measurements reported were taken on the exterior meeting' stile)
@225psf(positive) 0.035" 0.187" max.
@22.5 psf(negative) 0.024" 0.187" max.
Deglazing Test per ASTM E 987
Left Sash
In operating direction at 70 Ibs
Handle stlle O.060"i12% 0.500"/100%
Meeting stile o 060"/12% 0,500"/100%
In remainmg direction at 50 lbs
Top rail 0,,060"/12% 0.500"/1 O()%
Bottom raIl 0.060"/12% 0,500"/100%
Right Sash
In operating dIreCtiOn at 70 lbs
Handle stile 0.030"/6% 0.500"/100%
Meeting stile 0,060"/12% 0.500"/100%
In remalnmg direction at 50 Ibs
Top rall 0,090"/18% 0500"1100%
Bottom rail o 030"/6% 0500"/100%
Welded Comer Test Meets as stated Meets as stated
I\~I .L:1' LUUL \l.\lUrlll
oJ J tttVI' lVI' I \JV
I
A
~
05-30347.02
Page 5 of S
Test Results: (Continued)
raragraph
Title of Test - Test Me~od
Results
Allowed
2,1.8 Forced ~ntry Resistance per ASTM F 588-97
Type: A
Grade: 10
Hand and Tool Manipulation
Test Al thro~gh A7
Hand and Tool Manipulation
No entry
No entry
NC? entry
No cn~
No entry
No, entry
Optional 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 S'tructural per ASTM E 330
(Measurements report~ were taken on the extenor meetmg stile)
@7?Opsf(positive) 0.132" O.187"max.
@75..0psf(ncgative) 0.171" O.187"max.
Detailed drawings, representative samples of the test' specimen, and a copy of this report wlll be
retained by A TI 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
ab<;>:vc referenced specification This report does not constJ.tute certification of this product,
which may only be granted by the certification program administrator.
For ARCHITECTURAL TESTING, INC:
tR~~
)i12/
Steven M, Urich, P .E.
Semor ProJect Engmeer
DIgitally 'Isnlld by L)'TIn CillOrp -
Lynn George
Project Manager
LO.nIb
05-30347 01
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~A 101/I.S.2-97
TEST REPORT SUlVIl\1ARY
Rendered to:
SIMONTON \VINDOWS
SERIES/l\tIODEL: 75-75
TYPE: PVC Double Hung Windows
(with A2 Reinforcement and Slotted ~avity Plugs)
Results
Title of Test Test Specimen #1 Test Specimen #2 Test Specimen ~
Rating H-LC25 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 Ibs max. N/A N/A
Air Infiltration <0.08 cfinlft' 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 descri~tion and
. data.
For ARCHITECTURAL TESTING, INC.
;
.
;R~~
, Lynn George, Project Manager
LG:n1b
~ "
I
..
~
4 '
Architectural Testing,
AAMAINWWDA lOl/I.S.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. (AT!) 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 perform3D:ce
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 peiformance was smaller than the minimum test size for the product type and class.
Test Specification: The test specimen was evaluated in accordance with AAMAiNWWDA
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
~
SerieslModeJ: 75-75
Type: PVC Double Hung Window (with A2 Reinforcement and Slotted <:;:avity Plugs)
Test Soecimen #1 H-LC25 56 x 84
Overall Size: 4' 8" wide by 7' 0" high
Top Sash Size: 4' 3-3/4" wide by 3' 4-1116" high
~ottom 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 17402-9495
phone: 717.764.7700
fax: 717.764.4129
\AftAnAI ::II rrh"'QC'+ ""''\rT\
I
.
~
Test Specimen. Description: .(Continued) ·
05-30308".01
Page 2 00
Test Specimen #2: H-LC35 52 x 71
Overall Size: 4' 4" wide by 5' 11" high
Top Sash Size: 3' 11-3/4" wide by 2i 10-5/8" high
Bottom Sash Size: 4' 0:.3/4"wide by 2111-5/8" high
Screen Size: 3' 11-13/16" wide by2' 10-7/8;' high
Test Specimen #3: H-LC55* 36 x 72
Overall Size: 3' 0" 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' 11-118" high
Screen Size: 2'7-11/16" wide by 2' 11-5/8" high
The followillg 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 of3(32" thick annealed glass and a steel spacer system. The glass
was set onto a double-sided adhesive tape and secured with dual duro meter snap-in vinyl
glazing beads. .
-<
WeatherstrippiIig:
'-
Description
Ouantity
Location
0.187" backed by 0.210"
high pile with center fin
1 Row
Sill
0.187" backed by 0.250"
high pile with center fin
1 Row
Lock rail, keeper rail, and top rail
0.187" backed by 0.250"
high pile with center fin
2 Rows
Bottom sash stiJes
Test Specimen Description:
I .
.
~
05-30308.01
Page 3 of7
Weatherstripping; (Continued)
Description Quantity
Location
0.187" backed by 0.250" 3 Rows
high pile with center fin
0.187" b~cked by 0.340" tRow
high pile with center fin
Top sash stiles
Exterior of bottom sash stiles,
and exterior of keeper rail
7/16" diameter, offset, vinyl 1 Row
jacket/hollow foam-filled bulb,
with semi-rigid exterior leaf
Bottom rail
0.187" backed C-fold 1 Row
vinyl jacket/foam-filled leaf
Bottom rail
0.187" backed 0.250" high 1 Row
vinyl jacket/foam filled bulb
Head adapter
0.187" backed 0.250" high 2 Rows
vinyl jacket/foam filled bulb
Top rail
Frame Construction: The PVC ~ame was constructed using mitered and welded corner
construction. A PVC snap-in adapter was located at the head. '
Sash Construction: The PVC sash were assembled utilizing'mitered and welded corner
construction.
Screen Construction: The screen was constructed with extruded aluminum. The corru:rs
were square cut and secured using plastic corner keys. The fiberglass mesh ~creen cloth was
held-in-place with a flexible vinyl spline. .
Hardware:
Descriotion
Quantity
Location
Metal cam lock and keeper
2
Lock rail, 8" in. from, each end with
adjacent.keepers on the exterior rail
Plastic tilt latch
4
Top corners of each sash
Metal pivot bar
4
~
,
'.
Bottom corners of each sash
Constant force balance system
4
Two per jamb, three coils per
balance
I
..
~
Test Specimen Description: (Contin~ed( ·
05-30308.01
~age 4 of7
Drainage:
Description
Quantity
Location
1-1/16" wide by 1/8" high
weephole (with flap)
2
Exterior face of sill,
one 3-1116" in from each end
1-1/16" wide by 3/16" deep
weephole (with slotted
cavity plugs)
2
Sill/jamb intersection, one at
each end
1" wide by 3/16" high
weepslot
2
Sill intermediate leg
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
con~truction 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 ~nterior and
exterior perimeter with a silicone caulking, with the exception of an approximate 6" void at
each interior sill corner.
~
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
Closing
Bottom Sash
Opening
Closing
25 lbs
28 lbs
35,lbs max.
35'lbs max.
34lbs
28 lbs
35 1bs max.
35 Ibs max.
I
..
~
t.
0-5-30308.01
Page 5 of7
"
Test Reswts:
P~h
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 cfnllif
0.3 cfmltt2 max.
Note #1: The tested specimen meets the performance levels specified in AAMAINWWDA
101/1S. 2-97 for 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) 0.10,1" 0.207" ma.x.
@37.5 psf(negative) 0.141" 0.207" ma.x.
2:2.1.6.2 Deg1azing Test per ASTM E 987 .
To'O Sash
In operating direction at 70 lbs
Lift rail 0.125"/25% 0.500"/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"/1 00%
Bottom Sash
In operating direction at 70 1bs
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"/12% 0.500"/100%
Right stile 0.060"/12% 0.500"/100%
~
,
.
2.1.7 Welded Comer Test Meets as stated Meets as stated
I
..
~
05-30308.01
Page 6 of7
T est Results:
Paragrauh
Title of Test - Test Method
Results
. Allowed
Test Specimen #1: H-LC25 56 x 84 (Co~tinued)
2.1.8
Forced Entry ~esistance per AAMA 1302.5-76
Test A No entry
Test B No entry
Test C No entry
Test D No entry
Test E No entry
Test F No entry
Test G No entry
No entry
No entry
No entry
No entry
No entry
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
OptionalPerforrnance
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.
-<
Test Specimen #3: H-LC55* 36 x 72
Ootional 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.
. I.
@ 82.5 psf(negative) 0.033" 0.127" max.
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