HomeMy WebLinkAbout05-4672
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
4672
Permit Number: 4672
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 7143 ASLAND DR
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: ALPHA VILLAGE
Parcel Number:
Name: ROBERT & RUTH DEHAVEN
Address: 7143 ASHLAND DR
ZEPHYRHILLS, FL. 33542
7/13/2005
60.00
60.00
7/13/2005
REPLACE 7 WINDOWS
Phone:
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC. INSULATION CEILING MISC. MISC.
MISC. DRIVEWAY MISC. MISC.
REINSPECTlON 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
nWarning 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."
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances
NO OCCUPANCY BEFORE C.O.
'. ~.
CONTRACTOR SIGNATURE PERMIT OFF I
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 89 St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
DATE RECEIVED
1/5 (05
I
PHONE CONTACT FOR PERMITTING 7f17-315--7?J:O
oe 7:n-3,S-59 00
OWNER'S NAME +- PHONE 8/3-7fJ'--SbOb
JOBADDRESS'714~ Ashland Dr. ~LS/FL.33S40
LEGAL DESCRIP~ION: LOT (S). ~? BLOCK SUBDIVISION/I-/{i1a Wage Ei5k
PARCEL ID # 55- :;(S-- :;>[ - cn~o - 00000 .- ~ (OBTAIN FROM PROPF.RTY TAX NOTICE)
WORK PROPSED: ONEW CONSTRUCTION o ADDITION o ALTERATION D REPAIR ~ INSTALL
OSIGN D MOVE 0 DEMOLISH
PROPOSED USE :'l{tSGL FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS D MOBILE HOME
D COMMERCIAL D INDUSTRIAL D SWIMMING POOL D OTHER
CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK ~a0f' fY)(l j. +--1U.lri.d~ I S'omf si? ~
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.
o BUILDING
D ELECTRICAL
$
VALUATION OF TOTAL CONSTRUCTION
.-,~
~~f%.
PERMITS REQUESTED
AMP SERVICE
o FLORIDA POWER
o W.R.E.C.
D PLUMBING
o MECHANICAL
$
D GAS
D ROOFING
D SPECIALTY
VALUATION OF MECHANCIAL INSTALLATION
D OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES D NO
BUILDER
SIGNATURE WH Q llo (}c1 0 rWl Ct Y\
CONTR1t.CTO:R '.S. E.C....T I. ON
" ..", ," .," . '. .,' .
. . d'. .. ... COMPANy.kKe rrnQn (~1~{)) J \ n C) _
STATE CERT OR REGIST # ~ (J~C:lr/l
******************************************************************
ELECTRICIAN
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REG 1ST #
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" which
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, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign po~tions of the "Contractor Sections" 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 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 cormnencement,
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 cormnenced 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 cormnenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned fora
period of six months after the time the work is cormnenced. 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: OWNER OR AGENT
SIGNATURE: CONTRACTOR
acknowledged
,20_
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
of identification)
take an oath.
Owho has produced
(type of identification)
and who Odid O:Iid not take an oath
Owho has produced
(type
and whoO did 0 did not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
. .
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Architectural Testing
June 2, 2003
Marsh Fembaugh, Director of Testing
Alside Window Company
3773 State Road
Cuyahoga Falls, Ohio 44309-1365
RE: Masonry Installation of6100 Series Sliding Glass Door: 7' 9" x 6' 10" (OX)
Dear Mr. Fembaugh:
I have performed an installation fastener analysis for your 6100 Series sliding glass door.
The size considered was a 7' 9" wide by 6' 10" tall. The design wind pressure for this
door was determined to be 40.0 psf as documented in CAN-BEST performance test
report LOO-263-711a.
My analysis assumed using 3/16" diameter Tapcon anchors with a minimum embedment
of 1-114". To safely resist the design wind pressure, 12 such anchors are required. At
installation, use three anchors in each jamb: one near the top and bottom comers and one
at midspan and three anchors in the head and sill: one near each comer and one near
midspan.
This installation detail is appropriate for smaller doors oftms model subjected to the
same design wind pressure. If you have any questions regarding my analysis, please
contact me.
Sincerely,
ARCHITECTURAL TESTING, INC
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
JAR:jar
cc: 01-41462.01
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, eahadian Building Envelope Science and Technology
38 Regan Road, Unit 4, Brampton, Ontario, Canada, L7A 1C6
Tel: (905) 840-2014 . Fax: (905) 840-2847
.
1"~'~~:I::&,,}"
Established 1985
TEST REPORT
Performance Evaluation of a
SLIDING DOOR
"Perfonner Series 1 000 with Interior Sill Track"
Performed in Accordance with AAMA/NWWDA 101/1S.2-97
Report No. LOO-263-71Ia
Report Date: April 26, 2000
Prepared for:
Royal Patio Doors Ltd.
441 Chrislea Road
Woodbridge, ON
L4L 8N4
Overall Perfonnancc Ratin~
SGD-C40 93x82
FER20
Respectfully submitted by:
CANADIAN BUILDING ENVELOPE
Science and Technology (CAN-BEST)
Tests supervised by:
Mitch Sing,
Person in Responsible Charge:
-J...-j( U
James R. Scott, RSc., P.Eng.
. TIlis report does not constitute certification of the test product. ollie reported test resulls refer only to the specimen tested. No
representation is made Ulllt other samples of similar design will feature like perfonnance.
. TIus report was prepared for Ule consideration of the addressee only. It shallnoL be used by allY other party wiUlOut the \vrilLen consent of
CAN-BEST.
. TIlis report may not be reproduced or quoted in partial fonn WiUlOUL the approval of CAN-nEST.
Buildlnq Envelope Performance
Consulting, Research. Testing and Investigation (SCC & AAMA Accredited Laboratories)
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Architectural Testing
15 April 2002
Mr. Marsh Fembaugh, Director ofTt;;stir,~
AIside, 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
biock walls for Alside double hung windows, Model 0201. The testing of the actual
windows was done under A TI 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, 1Ne.
ANR:anr
cc: 01-41462
05-30137
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Allen N. Reeves, P.E.
Director - Engineering Services
/-1- &/'-"L,7' 2 O<s:l-
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130 Derry Court
York, PA 17402-9405
phone: 717.764,7700
fax: 717.764.4129
www.archtest.com
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AAMA/NWWDA 10I/1.S.2-97
TESTREPORTS~Y
Rendered .to:
ALSIDE WINDOW SYSTEMS
SERIESIMODEL: 0201
TYPE.: PVC Double Hung Window
Results.
Title of Test Test Spedinen #1 Test Specimen #2. Test Speclmen #3 Test Specimen #4
AAMA Ratin.2 H-LC30 48 x 78 H-LC35 44 x 77 H..:LC4S.44 x 60 , H-LC55~ 36 x 72
()Pcratinsc Force . 28 Ib max. N/A N/A N/A
Air Infiltration 0.16 cDnlftl N/A N/A " N/A
Water Resistance Test Pressure . 9.0 psi N/A' N/A N/A
Uniform Load Deflection Test Pressure 30 psf 35 Dsf 45 psf 55 Dsi
Uniform Load StlUctura1 Test PressUre :l:45.0.psf :1:52.5 psf :1:67.5 psf :1:82.5 psi
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 specimen
description and data.
.
~
Architectural Testing
~A 10I/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: 01/23/01
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/SLOPB, PVC double hung windows at the Veka, mc. facility in Fombell,
Pennsylvania. The samples tested successfully met the perfQrmance requirements for the
following ratings: Test Specimen #1: H-LC30 48 x 78; Test Specimen #2: H-LC3S 44 x 77;
Test Specimen #3: H-LC4S. 44 x 60, and Test Specimen #4: H-LCSS. 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 AAMAfNWWDA
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (pVC) and Wood. Windows and Glass
Doors.
Test Specimen Description:
SerieslModel: 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-S/8" wide by 3' 1-3/8" high
Bottom Sash Size: 3' 9-S/8" wide by 3' 2-3/8" high
Screen Size: 3' 8-5/16" wi4e 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)
. T~st Suecimen #2: H-LC35 44 x 77
Overall Size: 3' 8" wide by 6' 5" high
Top Sash Size: 3' 4-5/8" wide by3' 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' 4-1/4" high
Bottom Sash Size: 3' 5-518" wide by 2' 5-5/16" high
Test Suecimen #4: H-LC55* 36 x 72
Overa,1I Size: 3' 0" wide by 6' 0" high
Top Sash Size: 2' 8-3/4" wide by 2' 10-3/8'1 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.
GlaztBg DetaUs: The sash were exterior glazed with 13/16" thick se~ed insulating glass
fabricated from two sheets of 1/8" clear annealed glass and.a metal spacer system. The
insulating. 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 aluminum. The comers
were miter cut and secured with comer keys. Fiberglass mesh screen cloth was
held-in-place with a flexible.spline.
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05-30324.05
Page 4 of8
Test Specimen Descr~ption: (Continued)
Dra~age:
Description Quantity Location
7/8" wide by 3/16" 2 One 2-1/4" from each end of the
high weepslot exterior sill face (with flaps), one at
each end of the center sill wall
3/4" Wide by 3/16" 2 Sill screen track, one at each end
bigh weepslot
1-1/4" wide by 1/2" 2 Sill, one at each end of the interior
" deep weepslot jamb track
3/8" wide by 1/8" 4 Bottom sash Fail and exterior
deep weepslot 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 00400"
x 0.047" (reference drawing # 2709).
Installation: The unit w~ 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,j x
3/4" wood stop was applied to the interior and exterior perimete~ and secured with 2"
dzywa11 screws spaced approximately 16" on center.
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Page 5 ofB
Test Results:
The results are tabulated as follows:
Paragraph
Title of Test - Test.Method
Results
Allowed
Test Specimen #1: H-LC30 48 x 78
2.2.1,6.1
2.1.2
35 lbs max.
Operating Force 28 Ibs .
Air Infiltration per ASTM E 283
@ 1.57 psf (25 mph) 0.16 c:fin/~
0,3 cfm/~ max.
Note #1: The tested specimen meets the performance levels specified in A.AMA/NWWDA
101/18.2-97 for air infiltration. .
..
2.1.3
2.1.4.2
2.2.1.6.2
Water Resistance per ASTM E 547-00
(with and without screen) .
WTP = 3.75 psf No leakage No leakage
. 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.
@37.5psf(negative) 0.03" 0.179"max.
Deglazing Test per ASTM E 987
Top Sash .
In operating direction at 70 Ibs
Lift Rail
Meeting Rail
0.060"/12%
0.060"/12%
0.500"/1 00%
O.5oo"/iOO%
In remaining direction at 50 lbs
Left Stile
Right Stile
Bottom ~ash
In op~rating direction at 70 lbs
Lift Rail-
Meeting Rail
In remaining direction at 50 Ibs .
Left Stile
Right Stile
0.060"/12%
0.030"/6%
0.500"/1 00%
0.500"/100% .
0.060"/12%
0.060"/12%
0.500"/100%
0.500"/100%
0.03Q"/6%
0.030"/6%
0.500"/100%
0.500"/100%
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Page 6 of8
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
'I
4.3
Water Resistance per ASTM E 547-00
(with and without screen)
WTP =9.0psf 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.
@45.0 psf(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 rq>orted were taken on, the exterior meeting rail)
@35.0psf(positive) 0.44" See Note #2
@ 35.0 psf(negative) 0.46" See Note ~
. Note #2: The Uniform Load Deflection test is not an A.AMAINWWDA 10111.8.2-97
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 t8.ken on the exterior meeting rail)
@ 52.5 psf(positive) 0.03" " 0.163" max.
@ 52.5 psf(negatjve) 0.03" 0.163" max. .
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Page 7 ofB
Test Results: (Continued)
. Parae:raoh
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 ASlM 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 Soecimen #4: H-LC55* 36 x 72
Qptional 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 ASlM E 330-97
(Measur~ents 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.
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Page 8 of8
This report is reissued in the name of Alside Window Systems through written authorization of
Veka, Inc. to whom the original report was rendered. The original Veka, Inc. Report No. is
05-30324.01.
Detailed drawings, representative samples of the test specinien, and a copy of this report will be
retained by AT! 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 certificatioIl of. this product,
which may only be granted by the certification program' administrator, This report may not be
reproduoe except in full without the approval of Architectural Testing.
For ARCIDTECTURAL TESTING, INC:
'I
tR~~
))22/
St~ven M. Urich, P .E.
Seni1r~oject Engineer
Z!18/o '3
Digitally signed by Lynn 0001'JCl
Lynn George
Project Manager
LG:baw
05-30324.05
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