HomeMy WebLinkAbout06-5355
.,
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5355
..
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
5355
MISC
434-ADD/AL T RESIDENTIAL
NOT APPLICABLE
Address: 5246 16TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot{s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-17900-0150
2,495.00
1/27/2006
67.50
67.50
1/27/2006
REPLACING 10 WINDOWS - GLASS
Name: SHEPPARD,ARVE
Address: 5246 16TH ST
ZEPHYRHILLS, FL. 33542
Phone: 813 788-8614
/ ('~~
\(l ~\~ ~
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
NO OCCUPANCY BEFORE C.O.
-~P/ C2 ~~
/ PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
...
CI~Y OF ZEPHYRHILLS PERMIT APPLICATION ~r~~~
BUI'LDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021 . I l'
DATE RECEIVED --1Jd3_0ln
PHONE CONTACT FOR PERMITTING
OWNER'S NAME
,..,.:
(
--.'], \) ~~'0 ,-" l {
PHONE .'6 \ '.j . ~ -, \; 10 <-.
-\;" ~ 3S Y c2.
JOB ADDRESS 'SJ.
LEGAL DESCRIPTION: LOT(S)
BLOCK
,?---
SUBDIVISION
PARCEL ID it II-JfD-J\- DOlO -I'l'ioo - C\<bO .
(OBTAIN FROM PROPERTY.TAX NOTICE)
WORK PROPSED: DNEW CONSTRUCTION
DSIGN
o ADDITION
o ALTERATION
[] REPAIR
o INSTALL
[] MOVE
[] DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
o COMMERCIAL
DMULTI-FAMILY
o INDUSTRIAL
Dit OF UNITS
o SWIMMING POOL
o MOBILE HOMI
o OTHER
DESCRIPTION OF WORK
D RESTAURANT
t~ef'rl J 1(&
& HEALTH DEPARTMENT APPROVAL
/0 u n ~ ) ( Jo II' J -! (llcr'~s-
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
[] BUILDING
/ C> / I
$ ,:./ /:.:.::? ---
PERMITS REQUESTED
VAL~ATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o Progress Energy []
W.R.E.C.
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: ~. BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES [] NO
SIGNATURE
,r ~C7/ ~i .
Lt~te ~ 1f!(lriY"L -f/ STATE CERT OR REGIST it
***********~*****************************************************
BUILDER
ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
:::::RE_<Z::; ~/-~4 BI. :::::N:ERT OR REGIST f
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTI~E OF DEED RESTRICTIONS
Tha undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than city regulations. The undersigned assumes respons~bility 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 Ibcal 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, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po~tions of the ~Cohtractor Sections" of this ~pplication 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 indica~ion 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 Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" 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.
Appli~ation 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 other 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 ~A" or "A, etc.", it is
understood that a drainage plan addressing a, "compensating volume" 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 la
period of six months after the time the 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 COMMENCEMENT".
'.
SIGNATURE: CONTRACTOR
SIGNATURE: OWNER OR AGENT
acknowledged
, 2CL-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
" 20_
(name of person acknowledged)
Owho is personally known to me,or
(name of person acknowledged)
C1ho is personally known to me, or
[]who has produced
(type
and whoO did 0 did not
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}:iid not take an oath
Signature of person taking acknowledgment
Signature of person taking acknowledgement
Name typed, printed or stamped
Name typed, printed or stamped
I
.
~
Architectural Testing
15 April 2002
Mr. Marsh Fembaugh, Director of Testing
Alside, Window Company
3773 State Road
Akron, Ohio 44309-1365
RE: Masonry Installation of 0201 Double Hung Window, 3' 0" by 6' 0"
Dear Mr. Fembaugh:
At your request, I have performed an installation fastener analyses into masonry
block walls for Alside double hung windows, Model 0201. The testing of the actual
wmdows was done under ATI project 05-30324.02. The fastener analyses provides a 3'
0" wide by 6' 0" high window with an allowable installation design wind pressure (D.P.)
of +/- 55.0 psf.
To provide this D.P. in a masonry block wall requires 6 Tapcons,each 3/16" in
diameter. There should be 3 Tapcons through each window jamb frame, one near the top,
one at the midheight, and one near the bottom. The minimum penetration of the Tapcons
into solid masonry must be 1-1/4".
These results are appropriate for the size window stated in the first paragraph
above, and any size smaller, If there are any questions about this analyses, please advise
me,
Sincerely yours,
ARCHITECTURAL TESTING, INe.
130 Derry Court
York. PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
~17( ~
Allen N. Reeves, P .E.
Director - Engineering Services~."'!"'" "'.,
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B\JiLDING SHALL COMPLY W
ALL APPLICABLE BUILDING
ELECTRICAL, PLUMBING ANn
MECHANICAL CODES.
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AAMAINWWDA 101/1.S.2-97
TESTREPORTS~Y
Rendered to:
ALSIDE WINDOW SYSTEMS
SERIESIMODEL: 0201
TYPE: PVC Double Hung Window
Results
Title of Test Test Specimen #1 Test Specimen #2 Test Specimen #3 Test Specimen #4
AAMA Rating H-LC30 48 x 78 H-LC35 44 x 77 H~LC45* 44 x 60 H-LC55* 36 x 72
Operating Force 28 lb max. N/A N/A N/A
Air Infiltration 0.16 cfm/ttl N/A N/A N/A
Water Resistance Test Pressure 9.0 psf N/A N/A N/A
Uniform Load Deflection Test Pressure 30 psf 35 psf 45 psf 55 psf
Uniform Load Structural Test Pressure :t45.0 psf :t52.5 psf :t67.5 psf :t82.5 psf
Deglazing Passed N/A N/A N/A
Forced Entry Resistance Passed N/A N/A N/A
Reference should be made to AT! Report No. 05-30324.05 for complete test specunen
description and data.
..
~
Architectural Testing
AAMAlNWWDA 101/1.S.2-97 TEST REPORT
Rendered to:
ALSIDE WINDOW SYSTEMS
3773 State Road
Akron, Ohio 44309-1365
Report No: 05-30324.05
Test Dates: 01/10/02
And: 01/23/02
Report Date: 02/18/03
Expiration Date: 01/23/06
Project Summary: Architectural Testing, Inc. (AT!) was contracted to perform tests on four
SeriesIModel DH6WW/SLOPE, PVC double hung windows at the Veka, me. facility in Fombell,
Pennsylvania. The samples tested successfully met the performance requirements for the
following ratings: Test Specimen #1: H-LC30 48 x 78; Test Specimen #2: H-LC35 44 x 77;
Test Specimen #3: H-LC45* 44 x 60, and Test Specimen #4: H-LC55* 36 x 72. Test specimen
descriptions 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 AAMA!NWWDA
IOl/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood. Windows and Glass
Doors.
Test Specimen Description:
SeriesIModel: 0201
Type: Poly Vinyl Chloride (PVC) Double Hung Window
Test Specimen #1: H-LC30 48 x 78
Overall Size: 4' 0" wide by 6' 6" high
Top Sash Size: 3' 8-5/8" wide by 3' 1-3/8" high
Bottom Sash Size: 3' 9-5/8" wide by 3' 2-3/8" high
Screen Size: 3' 8-5/16" wide by 3' 2-11/16" high
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
05-30324.05
Page 2 of8
Test Specimen Description: (Continued)
Test Specimen #2: H-LC35 44 x 77
Overall Size: 3' 8" wide by 6' 5" high
Top Sash Size: 3' 4-5/8" wide by 3' 0-7/8" high
Bottom Sash Size: 3' 5-5/8" wide by 3' 1-7/8" high
Test Specimen #3: H-LC45* 44 x 60
Overall Size: 3' 8" wide by 5' 0" high
Top Sash Size: 3' 4-5/8" wide by 2' 4-114" high
Bottom Sash Size: 3' 5-5/8" wide by 2' 5-5/16" high
Test Specimen #4: H-LC55* 36 x 72
Overall Size: 3' 0" wide by 6' 0" high
Top Sash Size: 2' 8-3/4" wide by 2' 10-3/8" high
Bottom Sash Size: 2' 9-3/4"wide by 2' 11-3/8" high
The following descriptions apply to all specimens.
Finish: All vinyl was white.
Glazing Details: The sash were exterior glazed with 13/16" thick sealed insulating glass
fabricated from two sheets of 1/8" clear annealed glass and a metal spacer system. The
msulating glass was set onto a double-sided adhesive tape and secured with rigid vinyl
glazing beads.
Frame Construction: The PVC frame was constructed using mitered and welded comer
construction. A rigid PVC adapter was applied to the head.
Sash Construction: The PVC sash were assembled using mitered and welded comer
construction.
Screen Construction: The screen was constructed from extruded alwninwn. The comers
were miter cut and secured with comer keys. Fiberglass mesh screen cloth was
held-in-place with a flexible spline.
Test Specimen Description: (Continued)
Weatherstripping:
Description
0.187" backed by 0.200"
high pile with center fin
0.187" backed by 0.260"
high pile with center fin
0,187" backed by 0.260"
high pile with center fin
0.187" backed by 0.350"
high pile with center fin
0.187" backed by 0.550" high
vinyl j acketlfoam filled bulb
0.187" backed by 0.300"
diameter, offset vinyl
jacket/foam filled bulb
1" by 1/2" x 0.250" high
adhesi ve backed pile pad
Hardware:
Description
Metal earn lock
and keeper
Constant force balance system
with locking tilt shoe
Plastic spring-loaded
tilt latch
Die cast sash tilt pin
PVC sash stop
Quantity
I Row
1 Row
2 Rows
1 Row
1 Row
1 Row
4
Quantity
2
4
4
4
4
05-30324.05
Page 3 of8
Location
Lock rail
Head insert, sill, top rail
Sash stiles
Exterior meeting rail (exterior)
Exterior meeting rail (interior)
Bottom rail
Meeting rails, one at each end
Location
Lock rail, 8-1/2" from each end
Two per jamb
Top comers of sash
Bottom comers of sash
Jambs, one at each end
05-30324.05
Page 4 of 8
Test Specimen Description: (Continued)
Drainage:
Description
Quantity
Location
7/8" wide by 3/16"
high weepslot
2
One 2-1/4" from each end of the
exterior sill face (with flaps), one at
each end of the center sill wall
3/4" wide by 3/16"
high weepslot
2
Sill screen track, one at each end
1-1/4" wide by 1/2"
deep weepslot
2
Sill, one at each end of the interior
jamb track
3/8" wide by 1/8"
deep weepslot
4
Bottom sash rail and exterior
meeting rail, one at each end
Reinforcement: The lock rail contained a rectangular shaped, formed steel reinforcement
measuring 0.649" x 0.461" x 0.047" (reference drawing #2707). The exterior meeting rail
and sash stiles contained a "U" shaped steel reinforcement measuring 0.781" x 0.400"
x 0.047" (reference drawing # 2709).
Installation: The unit was installed in a wood buck constructed of Spruce-Pine-Fir
construction lumber and sealed at the exterior perimeter with a silicone sealant. A 3/4" x
3/4" wood stop was applied to the interior and exterior perimeter and secured with 2"
drywall screws spaced approximately 16" on center.
05-30324.05
Page 5 of8
Test Results:
The results are tabulated as follows:
Title of Test - Test Method
Results
Allowed
Paragraph
Test Specimen #1: H-LC30 48 x 78
2.2.1.6.1
Operating Force 28 Ibs
Air Infiltration per ASTM E 283
@ 1.57 psf(25 mph) 0.16 cfrnlfl?
35 Ibs max.
2,1.2
0.3 cfrnlft2 max.
Note #1: The tested specimen meets the performance levels specified in AAMAlNWWDA
101/1.8.2-97 for air infiltration.
2,1.3
Water Resistance per ASTM E 547-00
(with and without screen)
WTP = 3.75 psf No leakage
No leakage'
2.1.4.2
Uniform Load Structural per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 37.5 psf (positive) 0.03" 0.179" max,
@ 37.5 psf(negative) 0.03" 0.179" max.
2.2.1.6.2 Deglazing Test per ASTM E 987
Top Sash
In operating direction at 70 lbs
Lift Rail 0.060"/12% 0.500"/1 00%
Meeting Rail 0.060"/12% 0.500"/100%
In remaining direction at 50 Ibs
Left Stile 0.060"/12% 0.500"/1 00%
Right Stile 0.030"/6% 0.500"/100%
Bottom Sash
In operating direction at 70 lbs
Lift Rail 0.060"/12% 0.500"/100%
Meeting Rail 0.060"/12% 0.500"/100%
In remaining direction at 50 lbs
Left Stile 0.030"/6% 0.500"/100%
Right Stile 0,030"/6% 0.500"/100%
05-30324.05
Page6of8
Test Results:
Paragraph
Title of Test - Test Method
Results
Allowed
Test Specimen #1: H-LC30 48 x 78 (Continued)
2.1.7
Welded Comer Test
Meets as stated
Meets as stated
2.1.8
Forced Entry Resistance per AAMA 1302.5-76
Tests A through G No entry
No entry
Optional Performance
4.3
Water Resistance per ASTM E 547-00
(with and without screen)
WTP = 9.0 psf No leakage
No leakage
4.4.2 Uniform Load Structural per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 45.0 psf (positive) 0.04" 0.179" max.
@45.0psf(negative) 0.06" 0.179"max.
Test Specimen #2: H-LC35 44 x 77
Optional Performance:
4.4.1
Uniform Load Deflection per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 35.0 psf (positive) 0.44" See Note #2
@ 35.0 psf(negative) 0.46" See Note #2
Note #2: The Uniform Load Deflection test is not an AAMAINWWDA 101/18.2-97
requirement for this product designation. The data in this report is for information only.
4.4.2 Uniform Load Structural per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 52.5 psf(positive) 0.03" 0.163" max.
@ 52.5 psf(negative) 0.03" 0.163" max.
05-30324.05
Page 7 of8
Test Results: (Continued)
Paragraph
Title of Test - Test Method
Results
Allowed
Test Specimen #3: H-LC45* 44 x 60
Optional Performance:
4.4.1 Uniform Load Deflection per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 45.0 psf(positive) 0.60" See Note #2
@ 45.0 psf(negative) 0.53" See Note #2
4.4.2 Uniform Load Structural per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 67.5 psf(positive) 0.02" 0.163" max.
@ 67.5 psf(negative) 0.04" 0.163" max.
Test Specimen #4: H-LC55* 36 x 72
Optional Performance:
4.4.1 Uniform Load Deflection per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 55.0 psf (positive) 0.40" See Note #2
@ 55.0 psf(negative) 0.27" See Note #2
4.4.2 Uniform Load Structural per ASTM E 330-97
(Measurements reported were taken on the exterior meeting rail)
@ 82.5 psf(positive) 0.06" 0.131" max.
@ 82.5 psf(negative) 0.02" 0.131" max.
05-30324.05
Page 80f8
This report is reissued in the name of Alside Window Systems through written authorization of
Veka, mc. to whom the original report was rendered. The original Veka, mc. Report No. is
05-30324.01.
Detailed drawings, representative samples of the test specimen, and a copy of this report will 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 perfonnance 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. This report may not be
reproduce except in full without the approval of Architectural Testing.
For ARCHITECTURAL TESTING, INC:
i?~~
))22/
Steven M. Urich, P.E.
SenY>r Ifoject Engineer
Z!18/() '3
Digitally signed by Lynn George
Lynn George
Proj ect Manager
LG:baw
05-30324.05
04/15/2004 10:b5
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t-'A\:ot:. l:ll;:j
Archttectural T.,ttn.
March 22, 2004
Marsh Fembaugh, Director of Testing
AIside: Window Company
3713 State Road
Cuyahoga Falls, Ohio 44309-1365
RE: Masonry InItallation afOSO! Double Huna Windows.
Dear Mr. Fembaugh:
I have performed an installation fastener analysis for your 0501 Double Hung Windows
installed to masonry walls. The windows CODSUtered were 1UI follows:
Size
4' 4" x 7' 0"
)'8" x6' S"
3' 8" X 6' 0"
3' 0" x 6' 0"
3' 0" x Sf 0"
4' 411 X 5' I"
4' 4" X 5' }"
DP
2S psf
40 psf
45 psf
4S psf
60 psf
35 psf
4S psf
Teat R~rt No.
An OS-30388.01
An 05-30388.01
An OS-30388.01
AT! 05-30388.01
An 05-30388.01
An 05-30419.01
An 05-30419.01
My analysis assumed using 3/16" diameter Tapcon anchors With a minimum embedment
of 1.114". To safely resist the design wind preasures above~ 8 such anchors are required
to fasten the window to the masonry frame. At installation, use three anchors in each
jamb 6't frOtn each corner and one at the mid-height, and two in the head 6" from each
corner.
If you have any questions regarding my analysist please contact me.
Sincerely,
ARCHITECTIJRAL TESTING, INC
JAR:jar
cc: 01.50106.01
130 Derry Court
York. PA 1740~-9405
phon~; 717.7154.7700
t.x; 717.764.41251
www..rchtest.com
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AAMAlNWWDA 10I/1.S.2-97
TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
. SERIESIMODEL: 0501
TYPE: PVC Double Hung Windows
Summary of Results
Title of Test Test Test Test Test Test
Specimen #1 Specimen #2 Specimen #3 Specimen #4 Specimen #5
AAMA Rating H-LC25 52 x 84 H-LC40 44 x 77 H-LC45* H-LC45* H-LC60'"
44 x 60 36 x 72 36 x 60
Uniform Load Deflection Test Pressure :1:25 psf :1:40 osf +45/-50 psf :1:45 psf +60/-65 psf
Operating Force 33 lb max. N/A N/A N/A N/A
Air Infiltration 0.09 cfm/tt2 N/A N/A N/A N/A
Water Resistance Test Pressure 9.0 psf N/A N/A N/A N/A
Uniform Load Structural Test Pressure :87.5 psf :1:60.0 psf +67.5/-75 psf :1:67.5 psf +90/-97.5 psf
Deglazing Passed N/A N/A N/A N/A
Forced Entry Resistance Grade 10 N/A N/A N/A N/A
Reference should be made to ATI Report No. 05-30388.01 for complete test specimen
description and data
I
.
~
Architectural Testing
AAMAfNWWDA 10I/1.S.2-97 TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
3773 State Road
Cuyahoga Falls, Ohio 44223
Report No: 05-30388.01
Test Dates: 06/19/02
~d: 06/20/02
Report Date: 07/08/02
Expiration Date: 06/20/06
Project Summary: Architectural Testing, Inc. (AT!) was contracted by Alside Window
Company to perform tests on five SerieslModel 0501, PVC double hung windows at their facility
located in Cuyahoga Falls, Ohio. The samples tested successfully met the performance
requirements for the following ratings: Test Specimen #1: H-LC25 52 x 84; Test Specimen #2:
H-LC40 44 x 77; Test Specimen #3: H-LC45* 44 x 60; Test Specimen #4: H-LC45* 36 x 72;
Test Specimen #5: H-LC40 36"x 60. Test specimen descriptions 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 specimens were evaluated in accordance with AAMNNWWDA
10111.S.2-97, Voluntary Specificationsfor Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
SerieslModel: 0501
Type: Poly Vinyl CWoride (PVC) Double Hung Window
Test Soecimen #1: H-LC25 52 x 84
Overall Size: 4' 4" wide by 7" 0" high
Top Sash Size: 3' 11-13/16" wide by 3' 3-5/8" high
Bottom Sash Size: 4' 0-13/16" wide by 3' 4-5/8" high
Screen Size: 3' 11-7/16" wide by 3' 4-112" high
130 Derry Court I.
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129 .[
05-30388.01
Page 2 of8
Test Specimen Description: (Continued)
Test Specimen #2: H-LC40 44 x 77
Overall Size: 3' 8" wide by 6" 5" high
Top Sash Size: 3' 3-13/16" wide by 3' 0-1/8" high
Bottom Sash Size: 3' 4-13/16" wide by 3' 1-1/8" high
Test Specimen #3: H-LC45* 44 x 60
Overall Size: 3' 8" wide by 6" 5" high
Top Sash Size: 3' 3-3/4" wide by 2' 3-5/8" high
Bottom Sash Size: 3' 4-3/4" wide by 2' 4-5/8" high
Test Specimen #4: H-LC45* 36 x 72
Overall Size: 3' 0" wide by 6" 0" high
Top Sash Size: 2' 7-13/16" wide by 2' 9-5/8" high
Bottom Sash Size: 2' 8-3/4" wide by 2' 10-5/8" high
Test Specimen #5: H-LC60* 36 x 60
Overall Size: 3' 0" wide by 5" 0" high
Top Sash Size: 2' 7-3/4" wide by 2' 3-5/8" high
Bottom Sash Size: 2' 8-3/4" wide by 2' 4-5/8" high
The following descriptions apply to all specimens.
Finish: All vinyl;was white.
Glazing Details: The sash were interior glazed with 13/16" thick, sealed insulating glass
fabricated from two sheets of 1/8" clear, annealed glass and a steel spacer system. The glass
was set onto a double-sided adhesive tape and secured with rigid vinyl glazing beads.
Frame Construction: The PVC frame was constructed using mitered and welded comer
construction. Rigid PVC snap-in adapters were located at head and sill.
05-30388.01
Page 3 of8
Test Specimen Description: (Continued)
Sash Construction: The PVC sash were assembled utilizing mitered and welded comer
construction.
Screen Construction: The screen was constructed from extruded aluminum. The comers
were miter cut and secured with corner keys. Fiberglass mesh screen cloth was held-in-place
with a flexible spline.
Hardware:
Description
Quantity
Location
Metal carn lock
and keeper
2
Interior meeting rail, one 8-1/2" in
from each end, mating keepers at
the exterior meeting rail
Plastic tilt latch
4
Interior meeting rail, and top rail
one at each end
Constant force balance system
with locking pivot shoes
4
Interior and exterior j arnb tracks
Metal pivot bar
4
Bottom rail and exterior meeting rail,
one at each end
Drainage:
Description
Ouantity
Location
I" wide by 5/16" high
weeps lot
2
One 5-1/4" from each end of the
exterior sill face draining the hollow
I" wide by 1/4" high
weepslot with foam baffles
4
Intermediate sill leg draining the
interior track, and exterior sill track
one at each end
1-114" wide by'1I2" high
weephole
2
Sill adapter at interior jamb track,
one at each end
3/8" wide by 3/16" deep
weepslot
4
Bottom sash rail, and exterior
meeting rail, one at each end
05-30388.01
Page 4 of 8
Test Specimen Description: (Continued)
Weatherstripping:
Description
Quantity
Location
0.187" backed by 0.240"
high pile with center fin
1 Row
Head and sill adapters, bottom rail
0.187" 'backed by 0.240"
high pile with center fin
2 Rows
Bottom sash stiles,
0.187" backed by 0.240"
high pile with center fin
3 Rows
Top sash top rail and stiles
0.187" backed by 0.350"
high pile with center fm
1 Row
Bottom sash stiles, top sash
meeting rail (exterior)
0.187" backed by 0.150"
high pile with center fm
1 Row
Bottom s~h meeting rail, and top
sash meeting rail
0.187" backed by 0.375"
diameter, offset, vinyl
j acket/hollow/foam- filled
bulb
1 Row
Bottom sash bottom rail
Contour fit adhesive backed
closed cell foam pads
2
Sill adapter at exterior jamb tracks
Reinforcement: The exterior meeting rail and top sash stiles contained a fonned steel
reinforcement measuring 0.635" x 0.265" x 0.050" (reference drawing # UY007812). The
interior meeting rail contained a formed steel reinforcement measuring 0.715" x 0.680"
x 0.050" (reference drawing # UY008812). The bottom sash stiles contained a formed steel
reinforcement measuring 0.450" x 0.655" x 0.050" (reference drawing #UY007812).
Installation: The unit was installed in a wood buck constructed from Spruce-Pine-Fir
construction lumber and sealed at the interior and exterior perimeter with a silicone
caulking, with the' exception of an approximate 6" long void at each interior sill comer. The
unit was secured to the buck using four #8 x 2-112" long screws, one at the top and bottom of
each jamb.
05-30388.01
Page 5 of8
Test Results:
The results are tabulated as follows:
Paragraph
Title of Test - Test Method
Results
Allowed
Test Specimen #1: H-LC25 52 x 84
2.2.1.6.1
Operating Force
331bs
35 lbs max
2.1.2
Air Infiltration (ASTM E 283-91)
@ 1.57 psf (25 mph) 0.09 cfin/ft2
0.3 cfin/ft2 max.
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
AAMAINWWDA 101/18. 2-97 for air infiltration.
2.1.3
Water Resistance (ASTM E 547-00)
WTP = 3.75psf No leakage
No leakage
2.1.4.2
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@37.5psf(positive) 0.05" 0.191"max.
@37.5 psf(negative) 0.04" 0.191" max.
2.2.1.6.2 Deglazing Test (ASTM E 987-98)
Top Sash
In operating direction at 70 Ibs
Top Rail 0.100"/20% 0.500"/100%
Meeting Rail 0.100"/20% 0.500"/100%
In remaining direction at 50 Ibs
Left Stile 0.060"/12% 0.500"/100%
Right Stile 0.060"/12% 0.500"/100%
Bottom Sash
In operating direction at 70 Ibs
Bottom Rail 0.125"/25% 0.500"/1 00%
Meeting Rail 0.100"/20% 0.500"/100%
In remaining direction at 50 Ibs
Left Stile 0.060"/12% 0.500"/100%
Right Stile 0.060"/12% 0.500"/100%
05-30388.01
Page 6 of8
Test Results: (Continued)
Paragraph
Title of Test - Test Method
Results
Allowed
Test Specimen #1: H-LC25 52 x 84 (Continued)
2.1.7
2.1.8
Welded Comer Test
Passed
<100% of Weld Line
Forced Entry Resistance (ASTM F 588-97)
Type: A
Grade: 10
Lock Manipulation Test
Tests Al through A7
Lock Manipulation Test
Optional Performance
No entry
No entry
No entry
No entry
No entry
No entry
4.3
Water Resistance (ASTM E 547-00)
(with and without screen)
WTP = 9.0 psf No leakage
No leakage
4.4.1
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 25.0 psf (positive) 0.52" See Note #2
@ 25.0 psf(negative 0.53" See Note #2
Note #2: The Uniform Load Deflection test is not an AAMA/NWWDA 101/18.2-97
requirement for this product designation. The data is recorded in this report for
information only.
Test Specimen #2: H-LC40 44 x 77
Optional Performance
4.4.1
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 40.0 psf(positive) 0.51" See Note #2
@ 40.0 psf (negative 0.44" See Note #2
Note #2: The Uniform Load Deflection test is not an AAMAINWWDA 101/18.2-97
requirement for this product designation. The data is recorded in this report for
infonnation only. ,
4.4.2
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 60.0 psf (positive) 0.08" 0.159" max.
@ 60.0 psf(negative) 0.05" 0.159" max.
05-30388.01
Page 7 of8
.
Test Results: (Continued)
Paragraph
Title of Test - Test Method
Results
Allowed
Test Specimen #3: H-LC45* 44 x 60
Optional Performance
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 45.0 psf (positive) 0.57" See Note #2
@ 50.0 psf (negative) 0.57".. See Note #2
Note #2: The Uniform Load Deflection test is not an AAMAINWWDA 101/18.2-97
requirement for this product designation. The data is recorded in this report for
information only.
4.4.1
4.4.2
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 67.5 psf(positive) 0.04" 0.159" max.
@ 75.0 psf(negative) 0.04" 0.159" max.
Test Specimen #4: H-LC45* 36 x 72
Optional Performance
4.4.1
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 45.0 psf (positive) 0.35" See Note #2
@ 45.0 psf(negative) 0.22" See Note #2
Note #2: The Uniform Load Deflection test is not an AAMAINWWDA 101/18.2-97
requirement for this product designation. The data is recorded in this report for
information only.
4.4.2
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 67.5 psf(positive) 0.03" 0.127" max.
@ 67.5 psf(negative) 0.02" 0.127" max.
05-30388.01
Page 8 of8
Test Results: (Continued)
Paragraph
Title of Test - Test Method
Results
Allowed
Test Specimen #5: H-LC60* 36 x 60
Optional Performance
Uniform Load Deflection (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 60.0 psf(positive) 0.37" See Note #2
@ 65.0 psf(negative) 0.32" See Note #2
Note #2: The Uniform Load Deflection test is not an AAMAINWWDA 101/18.2-97
requirement for this product designation. The data is recorded in this report for
information only.
4.4.1
4.4.2
Uniform Load Structural (ASTM E 330-97)
(Measurements reported were taken on the exterior meeting rail)
@ 90.0 psf(positive) 0.04" 0.127" max.
@ 97.5 psf(negative) 0.03" 0.127" max.
Detailed drawings, representative samples of the test specimen, and a copy of this report will 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
above referenced specification. This report does not constitute certification of this product,
which may only be granted by the certification program administrator. This report may not be
reproduced except in full without the approval of Architectural Testing.
For ARCHITECTURAL TESTING, INC:
tR~~
Digitally signed by Lynn George
Lynn George
Proj ect Manager
LG:nlb
05-30388.01
~.
DISCLOSURE STATEMENT FOR OWNER
CI.TY OF ZEPHYRHILLS BUILDING DEPARTMENT
I, A'{"\Je . Shear0....d . have read and fully understand and
agree to the provisibns of th1s 1nstrument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile" that he or she
actually occupies, or will occupy by said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions:
L
That the owner and he or she alone shall act as the builder for all phases of
construction.
That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to -the building.
That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work..
That in the event the Building Inspector shall require corrections to be made,
the owner will assume full responsibility to insure they are made, and upon
completion will call for a reinspection before proceeding with the building.
That the owner shall assume full responsibility for the construction and will
not expect supervision of his work from the City of Zephyrhills Building
Department.
That prior to final inspection any additional fees, including reinspection
fees, must be paid in full. A written request from this office shall
constitute an official notice_to pay additional fees.
That the owner shall comply with all City, State and Federal laws in regard to
social security, workman's compensation, lien laws, etc., where applicable.
That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
Sta~ la~re~res.~ons~~ction to ~e done by licensed contractors. You have
r~1ed for a perm1 un er an exemption to that law. The ex-;mption allows
you, as the owner of your property, to act as your own contractor with certain
restrictions even though you do not have a license. You must provide direct
onsite supervision of the construction yourself. You may build or impr~ea
one-family or two-family residence or a far.m outbuilding. You may also build
or improve a commercial building, provided your costs do not exceed $25,000.
The building pr residence must be for your own use or occupancy. It may not
be built or substantially improved for sale or lease. If you sell ;or lease a
building you have built or substantially improved yourself within 1 year after
the construction is complete, the law will presume that you built or
substantially improved if for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building. It is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not
licensed to perform the work being done. Any person working on your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with all applicable laws, ordinances, building
codes, and zoning regulations.
=~~ S'GNA:nuy /;:t~ ~~~ .
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2.
3.
4.
s.
6.
7.
8.
9.
DATE
/ _..-
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WITNESS
l?ERM:IT #: