HomeMy WebLinkAbout04-3223
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813}780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
3223
Permit Number: 3223 Issued: 7/12/2004
Permit Type: GENERAL BUILDING PERMIT
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Sq. Feet: Est. Value:
Cost: Total Fees: 67.50
Amount Paid: 67,50 Date Paid: 7/12/2004
Address: 5910 17TH ST
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
Name: ACKERMAN CON TRUCTI
Addr: 11539 PYRAMID DR
ODESSA, FL 33556
Phone: 727 375-7000 Lie:
Work Desc: REPLACEMENT WINDOWS
RI ARD DYER
5910 17TH ST
ZEPHYRHILLS, FL. 33542
Phone:
H
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
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
"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.
a.. ~-~
C ORS SIGN TURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8'l'R St, Zephyrhills, FL 33542
813-780-0020 FAX: 813-780-0021
DATE RECE IWD
7/7/0(/
, /
PHONE CONTACT FOR PERMITTING 1~1-'31S"-730{)
OWNER'S NAM~ar~.tr
JOB ADDRESS--5SLJL17-Hl Jf-. ""'G~CSI
LEGAL DESCRIPTION: LOT(S)~..;l.l . ~~ BLOCK ~
PARCEL ID # ll- 2" -'2J - 00 ( 0 - 04800- 02..00
PHONE 9.!3 .780 ../" II
EL. ~.5~~
SUBDIVISION 0/1:1 oP -Z. JI fl!J I
(OBTAIN FROM PROPERTY TAX'N~TI~El
WORK PROPSED: []NEW CONSTRUCTION
[] SIGN
PROPOSED USE:~SGL FAMILY
[] COMMERCIAL
[] ADDITION
[]ALTERATION
[] DEMOLISH
[] REPAIR
9< INSTALL
[] MOVE
DWELLING
[]MULTI-FAMILY
[] INDUSTRIAL
[]# OF UNITS
[] SWIMMING POOL
[] MOBILE HOME
[] OTHER
D RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK ~(a.c.trY\.W- t))JV\d1n.uS o-P ,y,me btL~
BUILDING SIZE
SQUARE FOOTAGE
HEIGHT
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
& (1) SET ENERGY FORMS.
FORMf'
1/ 07.5"
r/... BUILDING
[] ELECTRICAL
PERMITS REQUESTED
$ tJ J , 0 (p, C() VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
[] FLORIDA POWER
[]
W.R.E.C.
[] PLUMBING
[] MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
[] OTHER
[] GAS [] ROOFING [] SPECIALTY
TYPE OF CONSTRUCTION:)4 BLOCK
FINISHED FLOOR ELEVATIONS
[] FRAME
[] STEEL
[] OTHER
IS PROJECT IN FLOOD ZONE AREA[] YES
~NO
BUILDER
qO~QT()R.SECTION I
COMPANY~ ~n.O.
STATE CERT OR REGIST # .C,ge.- o58llb 1
******************************************************************
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 REGIST #
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 ~ontractor are uncertain as to what
licensing requiretnents may apply for the intended work, they are ad'Vised 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 portions of the "Contractor Sections" of this application for which they
will ,be responsible. 'If you, as the o~ner signs as the 'contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the c.ontractor wishes
you to sign as contractor that may be an indication that 'he is' not ~roperly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. T~NSPORTATION 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 corrunencement.
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 corrunenced 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 corrunenced 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 the work is corrunenced. 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 FAILQRE 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)
Dwho is personally known to me, or
(name of person acknowledged)
C1ho is personally known to me, or
Dwho has produced
(type
and whoD did D did not
of identification)
take an oath.
D who has produced
(type of identification)
and who Ddid [}:lid not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
~4/1b/~~~4 1~:b5
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ArChitectural "..ttn.
ALl:) l1Jl:. c.N,,; J.1't:.~.l. Nb
I-'~ tfl:l
Manh Fembaqh, Director ofTestina
Alaide Window CoIDp&ny
3113 State Ro.d
CUYahop FaU., Ohio 44309- J365
RE: Masonry lzuta1lation of 0501 Double Hun, Window..
Dear Mr. Fembauah:
Marcb 22, 2004
I have JlOrfunnod OIl ~ lioteuor .....l'Ilo fer yonr 0501 DouhIe Huna Wladows
iutalJod to muomy walls. 1'be windows COnsidered Wfte II follows:
SiB
4' 4" x 7' 0"
3' S" X 6' S"
3'1" X 6' 0"
3' 0" X 6' 0"
3' 0" X 5' 0"
4' 4" x 5' 1"
4' 4" X 5' 1"
DP
25 psf
40 paf
45 psf
45 psf
60 paf
35 pO
4S Plf
Teat Reboil No.
An 05-30388.01
An 05-30388.0J
An OS-30388.01
An 05-30388.01
An 05-30381.01
An 05-30419.01
An 05-30419.01
My.....ysu .....",od..ins 3/16' diameter Topeoo llIIChoD 1lIith alllinimUw embedmCllt
of 1.114', To safety resist the deal... wind __ above. 8 auch -hon an: ""'IUitod
to lUlea the wUldow 10 the "'-nry Iiame. At iDslaJlatIou. use tIuee -"on in each
JlDlb 6' ftoJn each COllIer and - at tho mlcl.lIelsbt, and lwo in the bead 6' &om each
corner.
It you have aQ)" questions rogarding DIy analysis. please contact me.
Sirwerely,
y>
ARCHlTBCl11RAL TESTING, JNC
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York. PA 17~-I4OS
phon.: 717.714,7700
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AAMAiNWWDA 101/1.S.2-97
TEST REPORT
Rendered to:
ALSIDE WINDOW COMPANY
SERlESIMODEL: 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*
44x60 36 x 72 36 x 60
Uniform Load Deflection Test Pressure :1:25 psf :t40 psf +451-50 Dsf +45 psf +601-65 psf
<5Derating Force 33 lb max. N/A N/A N/A N/A
Air Infiltration 0,09 cfinltf 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 :t37,5 psf +60,0 Dsf +67.51-75 psf +67.5 usf +901-97.5 psf
Defdazing 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 AT! Report No. 05-30388.01 for complete test specunen
description and data
.
~
Architectural Testing
AAMA/NWWDA 101/1.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
And: 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 SeriesIModel 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 AAMAINWWDA
10111.S,2-97, Voluntary Specificationsfor Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
Series/Model: 0501
Type: Poly Vinyl Chloride (PVC) Double Hung Window
Test Specimen #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' 4-1/2" high
130 Derry Court
York. PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
05-30388.01
Page2of8
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 Soecimen #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 corner
construction.
Screen Construction: The screen was constructed from extruded aluminum. The corners
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 cam 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 jamb tracks
Metal pivot bar
4
Bottom rail and exterior meeting rail,
one at each end
Drainage:
Description
Quantity
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
1-1/4" wide by 1/2" high
weephole
2
Sill adapter at interior jamb track,
one at each end
3/8" wide by 3/16" deep
weepsIot
4
Bottom sash rail, and exterior
meeting rail, one at each end
05-30388.01
Page 4 of8
Test Specimen Description: (Continued)
Weatherstripping:
Descrit>tion
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 fin
1 Row
Bottom sash stiles, top sash
meeting rail (exterior)
.
0.187" backed by 0.150"
high pile with center fin
1 Row
Bottom sash 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 formed 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 2-1/2" 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:
Para2faph
Title of Test - Test Method
Results
Allowed
Test Specimen #1: H-LC25 52 x 84
2.2.1.6.1
Operating Force 33 Ibs
35 Ibs max
2,1.2
Air Infiltration (ASTM E 283-91)
@ 1.57 psf (25 mph) 0.09 cfin/W
0.3 cfin/1f max,
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
AAMA/NWWDA 101lIS. 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"120% 0.500"/100%
Meeting Rail 0.100"/20% 0.500"/100%
In remaining direction at 50 Ibs
Left Stile 0,060"/12% 0.500"/1 00%
Right Stile 0,060"/12% 0.500"/100%
Bottom Sash
In operating direction at 70 Ibs
Bottom Rail 0,125"/25% 0.500"/100%
Meeting Rail 0.100"/20% 0.500"/100%
In remaining direction at 50 lbs
Left Stile 0.060"/12% 0.500"/100%
Right Stile 0,060"/12% 0.500"/1 00%
05-30388.01
Page6of8
Test Results: (Continued)
Paragraph
Title of Test - Test Method
Results
Test Specimen #1: H-LC25 52 x 84 (Continued)
Allowed
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 A 7
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 101118.2-97
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
information 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
4.4.1
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 MMAINWWDA 101/[8.2-97
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) 0.04" 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/[8.2-97
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
Ootional Performance
4.4,1
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 1011/8,2-97
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)
@ 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:
fR~~
Digitally signed by Lynn George
Lynn George
Proj ect Manager
LG:nlb
05-30388.01
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