HomeMy WebLinkAbout04-3613
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
3613
Permit Number: 3613 Issued: 11/19/2004
Permit Type: GENERAL BUILDING PERMIT
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Sq. Feet: Est. Value:
Cost: 6,499.00 Total Fees: 97.50
Amount Paid: 97.50 Date Paid: 11/19/200
Address: 4912 19TH ST
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
Name: THE HOME DEPOT AT HOME SERVICES
Addr: 207 KELSEY LANE, SUITE G
TAMPA, FL 3619
Phone: 186 640-2537 Lie:
Work Desc: REPLACING 11 WINDOWS
Name: BETTY KENNEDY
Address: 4912 19TH ST
ZEPHYRHILLS, FL. 33542
Phone:
F R U
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
"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.
CONT
CTORS SIGNATU
CALLFO
PERM~
INSPEcrJON - 8 HOUR NOnCE REQUIRED --
PROTECT CARD FROM WEATHER
******************************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
Before me this _ day of
by
, 2CL-
(name of person acknowledged)
Dwho is personally known to me, or
Dwho has produced
(type
and whoD did 0 did not
of identification)
take an oath.
Signature of person taking acknowledgement
Name typed, printed or stamped
, L.V~
(name of person acknowle ed)
[1ho is personally known to me, or
~~ who has produced r,( PJ.. k tier 07tr 91-,7760
( ype of identification)
and ho Ddid (Z6. not, k(-~:J;
"
Signa~ure of person taking acknowledgment
Name ,~.~e~CdMM~~~~~~H~W"ed
" .~ Februory2~..~"~~~ur, ,>
Florida Building Code Online
5rTE NA\IlGATION
11
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Page 1 of 4
Product View
User: Public User - Not Associated with"Organization-
Application #:
Date Submitted:
Product Manufacturer:
Address/Phone/email:
Need Help '1
FLl43
09/19/2003
Simonton Windows
1 Cochrane Ave
Pennsboro, WV 26415
Technical Representative:
Technical Representative Address/Phone/email:
Chuck Anderson
1 Cochran Ave.
Pennsboro, WV 26415
(800) 746-6687
chuck _ anderson@simonton,com
Quality Assurance Representative:
Quality Assurance Representative
Address/Phone/email:
AAMA
1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
(847) 303-5664
webmaster@aamanet.org
Category:
Windows
Subcategory:
Double Hung
Evaluation Method:
Certification Mark or Listing
Referenced Standards from the Florida Building Code: Sectiog Stand!!rll Yeal:
101/I.S.2 1997
Certification Agency:
American Architectural
Manufacturers Association
Quality Assurance Entity:
Validation Entity:
Date Validated:
09/19/2003
Authorized Si~nllture:
\
Chuck Anderson
http://www.floridabuilding.orglpr/pr_ det1.asp?IPT= 143&fm=ROSrch
1/19/2004
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f.lorida Building Code Online
Page 2 of4
Chuck_ Anderson@simonton.com
Performance level of the product and condjtions or
limitations of use:
... 07-0740 X 64 H-R50 07-70 36 X
60 H-R50 07-7052 X 71 H-R50
07-7047 X 71 H-RSO 07-75 48 X
80 H-R35 07-75 53 X 74 H-R30
07-8056 X 80 H-LC25 07-8048
X 80 H-R25 07-8048 X 80 H-
R30 40-1736 X 60 H-R45 40-17
44.25 X 60 H-R35 40-17 36 X 74
H-R50 40-1748 X 80 H-R3040-
1744 X 60 H-R3040-17 52 X 71
H-R35 40-17 89 X 60 H-R30 40-
1796 X 80 H-R25 40-17 72 X 74
H-R45 40-1744 X 60 H-R45 40-
1772 X 60 H-R35 75-75 48 X 80
H-R25 75-75 48 X 96 H-R25 75-
75 36 X 74 H-R50 75-75 36 X 72
H-LA55 75-75 52 X 71 H-LC35
75-75 56 X 84 H-LC25 75-75 36
X 60 H-RSO SP 52 X 50 H-R50
SP 37 X 76 H-R65
Evaluationffest Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Method 1 Option A
Application Status:
Approved
Page:C
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. P~j'I;~JKTl
Pagel/2 ~~
Product Model # or Name Model Description
Reflections 5500; Prism Platinum; Private
Label Premiere; Sears 9300 - Vinyl - Size:
07-07 40 X 64; Reinforcement: Aluminum
~eeting Rails or Stiles; Rating: H-R50;
3/32" Glass
lReflections 5500; Prism Platinum; Private
07-70 Label Premiere; Sears 9300 - Vinyl - Size:
47 X 71; Reinforcement: Aluminum all
~ails; Rating: H-RSO; 118" Glass
Reflections 5500; Prism Platinum; Private
07-70 Label Premiere; Sears 9300 - Vinyl - Size:
36 X 60; Rating: H-R50; 3/32" Glass
Reflections 5500; Prism Platinum; Private
07-70 Label Premiere; Sears 9300 - Vinyl- Size:
52 X 71; Reinforcement: .036 Steel all Rails
& Stiles; Rating: H-R50; 118" Glass
Renovations 6500 - Vinyl - Size: 53 X 74;
07-75 Reinforcement: Aluminum Meeting Rails or
Stiles; Rating: H-R30; 118" Glass
Renovations 6500 - Vinyl- Size: 48 X 80;
07-75 Reinforcement: Aluminum Meeting Rails or
Stiles; Rating: H-R35; 118" Glass
http://www.floridabuilding.orglpr/pr_ detl.asp?IPT= 143&fm=ROSrch
1/19/2004
Ai
,Florida' Building Code Online
Page 3 of 4
7-80
etlections 5100; Prism Gold; Sears 3000 _
inyl-,Size: 48 X 80; Reinforcement:
lumimun Meeting Rails or Stiles; Rating:
H-R30; 118" Glass
etlections 5100; Prism Gold; Sears 3000 _
inyl - Size: 56 X 80; Reinforcement:
luminum Meeting Rails or Stiles; Rating:
-LC25; 3/32" Glass
Retlections 5100; Prism Gold; Sears 3000 _
Vinyl - Size: 48 X 80; Rating: H-R25; 3/32"
lass
Luminess 4500 Reflections 5050; Prism
ronze; Basic Private Label; Simonton
Impressions; Renovations 6100; ProFinish
ontractor; Luminess 700 - Vinyl- Size: 89
60; Reinforcement: Aluminum Meetin R
Luminess 4500 Reflections 5050; Prism
ronze; Basic Private Label; Simonton
Impressions; Renovations 6100; ProFinish
ontractor; Luminess 700 - Vinyl- Size: 44
60' Ratin : H-R30' 3/32" Glass
Luminess 4500 Reflections 5050; Prism
Bronze; Basic Private Label; Simonton
press ions; Renovations 6100; ProFinish
Contractor; Luminess 700 - Vinyl - Size: 96
80; Reinforcement: Aluminum All Rai
Luminess 4500 Reflections 5050; Prism
Bronze; Basic Private Label; Simonton
Impressions; Renovations 6100; ProFimsh
ontractor; Luminess 700 - Vinyl - Size: 52
71; Reinforcement: .036 Steel all Ra
Luminess 4500 Reflections 5050; Prism
ronze; Basic Private Label; Simonton
Impressions; Renovations 6100; ProFinish
ontractor; Luminess 700 - Vinyl - Size: 44
60; Reinforcement: Aluminum All Rail
uminess 4500 Reflections 5050; Prism
ronze; Basic Private Label; Simonton
Impressions; Renovations 6100; ProFinish
Contractor; Luminess 700 - Vinyl - Size: 72
60; Ratin : H-R35' 3/32" Glass
Luminess 4500 Reflections 5050; Prism
ronze; Basic Private Label; Simonton
Impressions; Renovations 6100; ProFinish
ontractor; Luminess 700 - Vinyl - Size:
4.25 X 60; Reinforcement: Aluminum
eetin
Luminess 4500 Reflections 5050; Prism
Bronze; Basic Private Label; Simonton
mpressions; Renovations 6100; ProFinish
ontractor; Luminess 700 - Vinyl - Size: 48
80; Reinforcement: Aluminum All Rail
Luminess 4500 Reflections 5050; Prism
ronze; Basic Private Label; Simonton
Impressions; Renovlltions 6100; ProFinish
ontractor; ProFinish Master; Luminess
700; Luminess 800 - Vinyl - Size: 36 X 74;
07-80
0-17
0-17
0-17
0-17
Lliminess 4500 Reflections 5050; Prism
http://www.floridabuilding.org/pr/pr_ detl.asp?IPT= 143&fm=ROSrch
1/19/2004
AI
Florida Building Code Online
Page 4 of4
ronze; Basic Private Label; Simonton
Impressions; Renovations 6100; ProFinish
ontractQ!; Luminess 700 - Vinyl - Size: 36
60; Ratin : H-R45' 3/32" Glass
Luminess 4500 Reflections 5050; Prism
ronze; Basic Private Label; Simonton
pressions; Renovations 6 I 00; ProFinish
ontractor; Luminess 700 - Vinyl- Size: 72
74; Reinforcement: Aluminum All Rai
>N~J:C.t <j,il
0-17
<&PY!ighUnd Qig:k!imer..: ~2000 The State of Florida. All rights reserved.
'~~
http://www.f1oridabuilding.orglpr/pr_ detI.asp?IPT= 143&fm=ROSrch
1/19/2004
II
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ANCHORING CROSS SEcfi'oiJ~ 't;~""',.~'~"l."~ "::""_'"
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FOR' I X BUCK TO MASONf?Y' ... . Lyndon r,.. ""c"mldl
SINGLE OR DOUalE" HUNG ftorlr:lll P. E. No: 13109
19506 Frl!nch lo"" Orl".
VINYL WINDOW lull. FL JJ558
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SImonlon WIndows
One Cochrane Avenue
Pennsboro. Wv 26415
PH. 800.426.2249
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AAlvIAfNWWDA 101/1.8.2-97
TE8TREPORT8~ThLARY
Rendered to:
SThIONTON WINDO\VS
SERIES/lVIODEL: 40-17
TYPE: PVC Double Hung "Window
(with A9 Reinforcement and Solid Cavity Plugs)
Results
H-R30 48 x 80
. 30 sf
23 lb max.
0.13 cM
4.5 sf
45.0 sf
Passed
Passed
Reference should be made to Report No. 05-30233.01 for complete test specimen description and
data. .
For ARCillTECTURAL TESTING, INC.
i?~~
Lynn George, Project Manager
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Architectural Te~tfng
AAl\tWNWWDA 10I/1.S.2-97 TEST REPORT
Rendered to':-
STh10NTON WINDOWS
One Cochrane Avenue
Pennsboro, West Virginia 26415
Report No: 05-30233.01
Test Date: 06/07/01
Report Date: 06/19/01
Expiration Date: 06/07/05
Project Summary:. Architectural Testing, Inc. (ATl) was contracted by Simonton. Windows to
witness performance ~ests on ~ Seriesl1vfodel 40-17, pve double hung window at their facility in
Pennsboro, West Virginia. The sample tested successfully met the performance requirements for
an H-R30 48 x 80 rating. Test specimen desc~ption and results are reported herein.
Test Specification: The test specimen was evaluat~d in accordance with AAMAlNWWDA
101/I.S.2-97, Voluntary Speci)icationsfor Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
Series&tlodel: 40-17 '
Type: pve Double Hung Window (with A9 reinforcement and solid cavity plugs)
Overall Size: 4' 0" wide by 6' 8" high
Top Sash Size: 3' 8-314" wide by 3' 2-13/16" high
Bottom Sa.sh Size: 3' 9-13/16" wide by 3' 3-7/8" high
Screen Size: 3' 9-1116" wide by 3' 4-118" high
Finish: All vinyl was white.
130 Derry Court
York, PA 17402-9405
phone: 717.764.nOO
fax: 717.764.4129.
www.testatl.com
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05-30233.01
Page 2 ofS
Test Specimen Description: (Continued)
Glazing Details: The sash were exterior glazed. with 3/4" thick, sealed insulating glass
fabricated from two sheets of 3/32" thick, a.mreafed glass and a steel space{ system using
double-sided adhesive tape and dual durometer snap-in vinyl glazing beads.
Weatherstripping:
Description
Quantity
Location
0.18.7" backed by 0.260"
high pile with center fin
1 Row
Head, sill and lock rail
0.187" backed by 0.280"
high pile with center fIn
1 Row
Top rail
0.187" backed by 0.280"
high pile with center fin
1
2 Rows
Sash stiles
0.187" backed by 0.460"
high pile with center fIn
1 Row
. Exterior meeting rail
0.500" diameter, offset vinyl
jacket/hollow foam-fIlled bulb
1 Row
Bottom rail
0.187" backed by 0.300" high
vinyl jacket/foam-filled bulb
1 Row
Bottom rail
Frame Construction: The PVC frame was constructed using mitered and welded comer
construction.
Sash Construction: The PVC sash were assembled utilizing mitered and welded comer
construction.
Screen Construction: The screen was constructed with roll-formed aluminum. The comers
were square cut and secured using plastic comer keys. The fiberglass mesh screen cloth was.
held-in-place with a flexible vinyl spline. -
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05-30233.01
Page 3 of5
Test Specimen Description: (Continued)
Hardware:
Description
Quantity
Location
Nylon carn lock and keeper
2
Lock rail, 8" in from each end with
adjacent keepers on the exterior wall
Plastic tilt latch
4
Top comers of each sash
Metal pivot bar
4
Bottom comers of each sash
Constant force balance
4
One per jamb, two coils per balance
Sash stop
4
Top and bottom of each jamb
Drainage:
Description , .
Quantitv
Location
1/2" wide by 1/8" high
weepslot with foam baffle'
2
Exterior face of sill,
one 5-1/8" in from each end
Solid cavity plug
2
One per j amb track at the sill
1 If wide by 3/16" high
weeps lot
2
Sill intermediate leg
1/8 diameter hole
4
Bottom rail and exterior interlock rail,
one 3/4" from each end
1/2" wide by leg height
weepnotch
2
One at each end of the sill screen track
Reinforcement: The lock rail, bottom rail and bottom ~ash stiles contained a custom shaped,
extruded aluminum reinforcement measuring 0.835" x 1.067" x 0.080" (Drawing No. 58163).
The exterior interlock rail and the top sash rail contained a custom shaped, extruded
aluminum reinforcement measuring 0.902" x 0.567" x 0.060" (Drawing No. 18164). The top
sash stiles contained a custom shaped, extruded aluminum reinforcement measuring
0.902" x 0.469" x 0.060" (Drawing No. 18165 - Simonton Code A9).
Installation: The unit was installed in a 2" x 10" wood buck constructed of Spruce-Pine-Fir
construction lumber. The unit was secmed to the buck through the nailfug fin using
#8 x 1-1/4" drywall screws spaced approximately 4-1/4" O.c. and sealed with a silicone
sealant.
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05-30233.01
Page 4 of 5
Test Results:
The results are tabulated as follows:
Paralrraph
Title of Test - Test Method
Results
Allowed
2.2.1.6~ 1
Operating Foree
.
Top Sash
Opening
Closing
. Bottom Sash
Opening
Closing
18 Ibs
20 Ibs
30 lbs max.
30 Ibs max.
23 Ibs
10lbs
30 Ibs max.
30 Ibs max.
2.1.2
Air Infiltration per ASTM E 283 (See NQte #1)
@ 1.57 psf (25 mph) 0.13 cfm/rt2
c
0.3 cfm/tf ma.'(.
. Note #1: The tested specimen meets (or exceeds) the performance levels specified in
AAJIA/NWWDA 101/1S. 2-97 for air infiltration
2.1.3
'fI ater Resistance per ASTM E 547 ':
(vvith and without screen)
WTP = 2.86 psf No leakage
No leakage
2.1.4.2
Uniform Load Structural per ASTIvl E"330
(Measurements reported were taken on the fIxed meeting rail)
@ 22.5 psf(exterior) 0.046" , 0.179" max.
@ 22.5 psf(interior) 0.021" 0.179" ma.x.
2.2.1.6.2 Deglazing Test per ASTM E 987
Too 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 1bs
Left Stile 0.125"/25% 0.500"/100%
Right Stile 0.125"/25% 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 ~O lbs
Left Stile 0.060"/12% 0.500"/100%
Right Stile 0.060"/12% 0.500"/100%
..
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05-30233.01 -.
Page 5 of5
Test Results: (Continued)
Paragraph
Title of Test - Test Method
Results
Allowed
2.1.7
Welded Comer Test
Meets as stated
Meets as stated
2.1.8
Forced Entry Resistance per AAlvfA 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 = 4.5 psf No leakage
,
No leakage
4A.2
Uniform Load Structural per ASTM E 330
(Nleasurements reported were taken on the fixed meeting rail)
@ 45.0 psf(exteriqr) 0.118" 0.1.79" max.
@ 45.0psf (interior) 0.055" 0.179" 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 iridicate compliance witp.' the performance -requirements of the above
referenced specification. ,This report does not constitute certification of this product which may
only be granted by the certification program administrator.
For ARCHITECTURAL TESTING, INC:
-;R~~
4.~
Lynn George
Project Manager
cott A. Warner
Executive Vice President
LG:tjp
05-30233.01
Florida Building Code Online
5tTE NA\IlGArION
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Overview PrO(Juct SearCh OrgarH:ation Product View
Search Application t\llachments
JI
I
I
.
User: Public User - Not Associated with Organization-
Application #:
Date Submitted:
Product Manufacturer:
Address/Phone/email:
Need Help '!
FL203
09/22/2003
Simonton Windows
1 Cochrane Ave
Pennsboro, WV 26415
Technical Representative:
Technical Representative Address/Phone/email:
Chuck Anderson
1 Cochran Ave.
Pennsboro, WV 26415
(800) 746-6687
chuck _ anderson@simonton.com
Quality Assurance Representative:
Quality Assurance Representative
Address/Phone/email:
AAMA
1827 Walden Office Square
Suite 550 .
Schaumburg,IL 60173
(847) 303-5664
webmaster@aamanet.org
Category:
Windows
Subcategory:
Horizontal Slider
Evaluation Method:
Certification Mark or Listing
Referenced Standards from the Florida Building Code: Section Standard Year
101/1.S. 2 1997
Certification Agency:
American Architectural
Manufacturers Association
Quality Assurance Entity:
, Validation Entity:
Date Validated:
09/22/2003
Authorized Signature:
\
Chuck Anderson
http://www . floridabuilding.org/pr/pr _ detI.asp ?IPT=203&fin=ROSrch
1/8/2004
Florida Building Code Online
Page 2 of4
Chuck _ Anderson@simonton.com
';
Performance level of the product and conditions or u.. 07-70136 X 60 HS-RJO 07-7073
limitations of use: X 51 HS-R45 07-7073 X 51 HS-
RSO 07-70105 X 51 HS-R5007-
7578 X 62 HS-R40 07-75 110 X
62 HS-R40 40-06 96 X 60 HS-
R30 40-06 72 X 48 HS-R35 40-
06 72 X 72 HS-R20 40-06 84 X
72 HS-R20 40-06108 X 60 HS-
R20 40-06 72 X 60 HS-R30 40-
1772 X 60 HS-R30 40-1772 X
48 HS-R40 40-17 72 X 72 HS-
R20 40-40 72 X 36 HS-R40 40-
40 78 X 60 HS-R.25 40-40 72 X
54 HS-RJO 40-40 69 X 65 HS-
R25 411-411 54 X 73 HS-C45
411-411 75 X 73 HS-C55 411-
41153 X 51 D-HS-C60 411-411
74 X 63 D-HS-C60 411-411 157
X 64 D-HS-C60 435-435 74 X 63
HS-LC45 435-435 75 X 73 HS-
LC25 435-435 75 X 73 HS-LC30
435-435 53 X 38 HS-C45 435-
43553 X 63 HS-C45 435-435 74
X 63 HS-C45 435-436 III X
50.63 HS-LC45 435-436 III X
63 HS-LC35 435-436 III X 51
HS-LC45 435-436 III X 63 HS-
LC35 437-43774 X 63 HS-LC45
437-437 III X 50.63 HS-LC45
437-437 111 X 51 HS-LC45 437-
437 III X 63 HS-LC35 437-437
53.13 X 63 HS-LC4 437-437 75
X 73 liS-LC25 437-437 75 X 73
HS-LC35 437-43754 X 39 HS-
C45 437-437 54 X 64 HS-LC45
437-43775 X 64 HS-C45 437-
438 III X 63 HS-LC35 75-75
100 X 48 HS-R45 75-75 136 X
60 HS-R25 75-75 78 X 60 HS-
R25 75-7578 X 72 HS-R20 75-
7596 X 65 HS-R20 75-7560 X
48 HS-RS5 75-7572 X 48 HS-
R45 75-7572 X 60 HS-R20
Evaluation!Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Method 1 Option A
Application Status:
Approved
, Page:r
.~
Page 1/3:; I >/'
Prpduct Model # or Name Model Descri tion
http://www . floridabuilding.orglpr/pr_ detl.asp ?IPT=203&fin=ROSrch 1/8/2004
Florida Building Code Online
Page 3 of 4
Reflections 5500; Prism Platinum; Private
Label Premiere; Sears 9300 - Vinyl - End
07-70 Vent - Size: 136 X 60; Reinforcement: .036
Steel Meeting Rails or Stiles; Rating: HS-
R30; 3/16" Glass
Reflections 5500; Prism Platinum; Private
Label Premiere; Sears 9300 - Vinyl - 2 Lite
07-70 - Size: 73 X 51; Reinforcement: Aluminum
Meeting Rails or Stiles; Rating: HS-R45;
118" Glass
Reflections 5500; Prism Platinum; Private
Label Premiere; Sears 9300 - Vinyl End
07 - 70 Vent - Size: 105 X 51; Reinforcement: .036
Steel Lock Rail Only; Rating: HS-R50; 118"
Glass
Reflections 5500; Prism Platinum; Private
Label Premiere; Sears 9300 - Vinyl - 2 Lite
07-70 - Size: 73 X 51; Reinforcement: .036 Steel
Meeting Rails or Stiles; Rating: HS-R50;
118" Glass
Renovations 6500 - Vinyl- EndVent - Size:
07-75 110 X 62; Reinforcement: .060 Meeting
Rails or Stiles; Rating: HS-R40; 1/8'~ Glass
Renovations 6500 - Vinyl- Size: 78 X 62;
07-75 Reinforcement: .060 Steel Meeting Rails or
Stiles; Rating: HS-R40, 1/8" Glass
ProFinish Builder; ProFinish Contractor;
Luminess 500; Luminess 700; Renovation
140-06 6060 - Vinyl- End Vent - Size: 108 X 60;
Reinforcement: Aluminum Rails or Stiles;
Rating: HS-RlO; 3/32" Glass
ProFinish Builder; ProFinish Contractor;
40-06 Luminess 500; Luminess 700; Renovation
6060 - Vinyl - 2 Lite - Size: 72 X 60;
Reinforcement: Aluminum Meeting Rails or
Stiles; Rating: HS-R30; 1/8" Glass
ProFinish Builder; ProFinish Contractor;
Luminess 500; Luminess 700; Renovation
40-06 6060 - Vinyl - 2 Lite -Size 72 X 72;
Reinforcement: Aluminum Meeting Rails or
Stiles; Rating: HS-RlO: 1/8" Glass
ProFinish Builder; ProFinish Contractor;
Luminess 500; Luminess 700; Renovation
40-06 6060 - Vinyl- End Vent - Size: 96 X 60;
Reinforcement: Aluminum Rails or Stiles:
Rating: HS-R30' 1/8" Glass
IProFinish Builder; ProF in ish Contractor;
Luminess 500; Luminess 700; Renovation
40-06 6060 - Vinyl - 2 Lite - Size: 72 X 48;
Reinforcement: Aluminum Meeting Rails or
Stiles; HS-R35: 1/8" Glass
ProFinish Builder; ProFinish Contractor;
40-06 Luminess 500; Luminess 700; Renovation
6060 - Vinyl- End Vent - Size: 84 X 72;
Reinforcement: Aluminum Meeting Rails or
Stiles' RatiDlz: HS-RlO: 1/8" Glass
140-17 ProFinish Contractor; Luminess 700- Vinyl
Size: 72 X 60; Reinforcement: .036 Steel
-, Meeting Rails or Stiles; Rating: HS-R30;
; t,
\
'.
http://www . floridabuilding.orglpr/pr _ detl.asp ?lPT=203&fm=ROSrch
1/812004
Florida Building Code Online
Page 4 of 4
118" Glass
IProFinish Contractor; Luminess 700 - Vinyl
~0-1 7 - Size: 72 X 48; Reinforcement: .036 Steel
Meeting Rails or Stiles; Rating: HS-R40;
118M Glass
ProFinish Contractor; Luminess 700- Vinyl
40-17 - Size 72 X 72; Reinforcement: .036 Steel
Meeting Rails or Stiles; Rating: HS-R20;
118" Glass
Luminess 4500; Reflections 5300; Prism
Ultra Gold; Private Label Standard; Private
~0-40 Label 7300; Impressions 9400; Renovations
6100 - Vinyl- Size: 72 X 54;
Reinforcement: Aluminum Meeting Rails or
Stil
Luminess 4500; Reflections 5300; Prism
Ultra Gold; Private Label Standard; Private
140-40 Label 7300; Impressions 9400; Renovations
6100 - Vinyl- Size: 69 X 65;
Reinforcement: Aluminum Meeting Rails or
StH
Luminess 4500; Reflections 5300; Prism
Ultra Gold; Private Label Standard; Private
~0-40 Label 7300; Impressions 9400; Renovations
6100 - Vinyl- Size: 72 X 36;
Reinforcement: Aluminum Meeting Rails or
Sti
Luminess 4500; Reflections 5300; Prism
Ultra Gold; Private Label Standard; Private
40-40 Label 7300; Impressions 9400; Renovations
6100 - Vinyl- Size: 78 X 60;
Reinforcement: Aluminum Meeting Rails or
Sti
Litehouse 411; Litehouse 412 - Metro Dade
~11-41l Approved; Metro Dade Protocol P A202
1994); Must be used with contractor
supplied shutters in Metro Dade; Aluminum
- Size: 74 X 63; Rating: HS-C60; 3/16" Gla
. .Next .1
Q9~YIight and Disclaimer.; @2000 The State of Florida. All rights reserved.
'~-
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http://www . floridabuilding.orglpr/pr _ det1.asp ?IPT=203 &fm=ROSrch
1/812004
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Florida Building Code Online
Page 1 of3
Referenced Standards from the Florida Blilding Section Standard Year
Code: AAMA/NWWDA 101II.S.2 1997
Certification Agency: American Architectural
. - -- .'-- - -'- - --.-.---..- ...----.-..-.-.-----.-~.--..---.-----~.....--.---.-T-.--.~ _.M.auu.factun:rs.Ass.ociation..-__.___-....___..__....____
Quality Assurance Entity: !
i
I
am: NAV4GATION
PBODU~T APPROVAL Product Type Detail
II
f" "'f" "1'" "'If" ""I"'''' .
Overview Product Search Organization Product View
'. .. ..... .. ... Search. .... ...Application .. Attachment~ .........'i.d'^"dd.. '" .d' ,,~ .
;lh,\i"'~,f;\i";;j('it;j;;;W,,}wA~~~iL~'iW;"'WiiZt_J$~~'!fJ1\~~4\:'i.~a;~.:fu.iI.W~~~~=~..~ .
User: Public User - Not Associated with Organization - .
.
Need Help '?
Application #:
Date Submitted:
Product Manufacturer:
Address/Phone/email:
FLl07
09/12/2003
Simonton Windows
1 Cochrane Ave
Pennsboro, WV 26415
Teclmical Representative:
Teclmical Representative Address/Phone/email:
Chuck Anderson
1 Cochran Ave.
Pennsboro, WV 26415
(800) 746-6687
chuck _ anderson@simonton,com
Quality Assurance Representative:
Quality Assurance Representative
Address/Phone/ email:
AAMA
1827 Walden Office Square
Suite 550 .
Schaumburg, IL 60173
(847) 303-5664
webmaster@aamanet.org
Category:
Windows
Subcategory:
Casement
Evaluation Method:
Certification Mark or Listing
Validation Entity:
Date Validated:
09/12/2003
Authorized Signature:
Chuck Anderson
http://www . floridabuilding. org/pr/pr _ detl. asp ?IPT= 107 fm= ROSrch
1/7/2004
Florida Building Code Online
Page 2 of3
Chuck_ Anderson@simonton.com
Performance level of the product and conditions or 08-0836 X 72 C-R50 08-0836 X 60
limitations of use: . C-R55 OS-OS 100.5 X 60 C-R50 OS-08
36 X SO C-R55 OS-OS 106.5 X 72 C-
R45 OS-09 105 X 51 C-R50 SP 30 X
65 C-R50 SP 36 X 50 C-R50
Evaluation/Test Reports Uploaded:
Installation Documents Uplo<l;ded:
Product Approval Method:
Method 1 Option A
Application Status:
Approved
Page: 1m;
;~ql
Page 1/1
Product Model # or Name Model Description
ProFinish Contractor; ProFinish Master;
08-08 Luminess 700; Luminess SOO - Vinyl - Size:
36 X 60; Rating: C-R55; 3/32" Glass
IProFinish Contractor; Luminess 700 - Vinyl
OS-08 - Triple Casement T-MuIl- Size: 106.5 X
72; Rating: C-R45; 3/32" Glass
ProFinish Contractor; ProFinish Master;
OS-OS Luminess 700; Luminess 800 - Vinyl - Size:
36 X 80; Rating: C-R55; 1/8" Glass
ProFinish Contractor; ProFinish Master;
08-08 Luminess 700; Luminess SOO - Vinyl - Size:
100.5 X 60; Rating: C-R50; 3/32" Glass
ProFinish Contractor; ProFinish Master;
08-0S Luminess 700; Luminess SOO - Vinyl- Size:
36 X 72; Rating: C-R50; 3/32" Glass
Private Label 7500; Impressions 9800, Sears
08-09 9300; Renovations 6100; Renovations 6500
- Vinyl Triple Casement ( T-Mulled) - Size:
105 X 51; Rating: C-R50; 3/32" Glass
Storm Breaker Plus - Vinyl- Size: 36 X 50;
SP iRating: C-R50; 1/8" Glass; lO1/I.S. 2 (1997)
and Impact E lSS6 (1997) & E 1995
2002)
Storm Breaker Plus - Vinyl- Size: 30 X 65;
SP IRating: C-R50; 118" Glass; lO1/I.S. 2 (1997)
and Impact E l8S6 (1997) & E 1998
2002)
-_..-,-~--"-._...._~~,...-........~-~----....-...-.__......_-----_._---~--._------_.-
Copyright and Disclaimer; @2000 The State of Florida. All rights reserved.
I;~'-
http://www . floridabuilding. org/pr/pr _ detl.asp ?IPT= 107 &fm= ROSrch
1/7/2004
Florida Building Code Online
Page 3 of3
----_.~--,_._-~----.-----"_._.~,_..--._-----,~. -----~--_...-.........--"'----..._......-........-_-........~-,.........,..,,--.~-~-~_.~.----._~."'"""-"------'-"~-------'--'~......._-_.............-._.---------,-~---
http://www.f1oridabuilding.org/pr/pr _ detl.asp?IPT=l 07 &fm=ROSrch
1/7/2004
.
~
A..AMAJN\V"VDA 101/I.S.2-97
TEST REPORT SUiYliylARY
Rendered to:
SINIONTON \VINDOvVS
SERIES&10DEL: 08-08
TYPE: PVC Casement vVindow
R~TING: C-R55 36 x 80
Title of Test I . Results
Overall Desi!m Pressure 55.0 psf
Operating Force N/A
Air Infiltration 0.01 cfmJft2
Water Resistance 8.25 psf
S fructural Test Pressure 82.5 psf
Forced Entrv Resistance Grade 10
Reference should be made to Report No. 05-30166.01 for complete test specimen description and
data.
For ARCHITECTURAL 1.:ESTING, INC.
~ ~/S~.~
Lynn George, P oject Manager
LG:tjp
4\..
.~
Architectural Testing
AAMA/NWWDA lOl/I.S.2-97 TEST REPORT
Rendered to:
SIMONTON WINDOWS
One C ochrane Avenue
Pennsboro, West Virginia 26415-9403
ReportNo: 05-30166.01
Test Date: 01/16/01
Report Date: 02/08/01
Expiration Date: 01/16/05
Project Summary: Architectural Testing, Inc. (A TI) was contrac~ed by Simonton Windows to
witness performance testing on a Series/ivlodel 08-08, Poly Vinyl Chloride (PVC) casement
window at the Simonton Windows facility located in Pennsboro, West Virginia. The sample
tested successfully met the performance requirements for a C-R55 36 x 80 rating. Test specimen
description and results are reported herein.
Test Specification: The test specimen was evaluated in accordance with AAivL.vNWWDA.
101/1.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood rVindows and Glass
Doors.
Test Specimen Description:
Series/lVlodel: 08-08
Type: Poly Vinyl CWoride (PVC) Casement Window
Overall Size: 3' 0" wi.de by 6' 8" high
Sash Size: 2' 10-1/4" wide by 6' 6-1/4" high
Glazing Details: The window was exterior glazed using 3/4" thick sealed insulating glass
fabricated with two 118" annealed sheets separated by a steel spacer system. . The glass was
set against 112" wide glazing tape and secured using snap-fit dual duro meter vinyl glazing
beads. '
.' .
130 Derry Court
York. PA 17402.9405
phone: 717.764.7700
fax: 717.764.4129
www.testatLcom
~
~
05-30166.01
Page 2 of 4
Test Specimen Description: (Continued)
Weatherstripping:
Description
Quantitv
Location
1/4" co-extruded
flexible vinyl leaf
3/8" co-extruded
flexible vinyl hollow bulb
0.187" backed by 0.340" high
center fin pile
1 Row
Interior perimeter of sash
1 Row
Perimeter of sash
1 Row
Exterior perimeter of sash
Frame Construction: The frame was assembled usmg mitered and welded comer
construclion.
Sash Construction: The sash was assembled using mitered and welded corner construction.
Hardw~lre:
Description
Ouantitv
Location
tvlulti-point lock
1.
Locking jamb
PlaSlic lock keepers
4
Locking stile at 3-5/8", 25-1/2",
47-3/8" and 69-1/4" up from bonom
Steel snubber system
2
Hing stile/jamb,
23-1/2" from each end
Hinge system
2
Head and sill, one per end
Rota-operator
1
Sill, 12" from hinge jamb
Drainage:
Descriotion
Quantity
Location
3/16" diameter
2
Each end of the bottom rail glazing
pocket (thru two walls)
Reinforcement: None.
Installation: The window unit was installed into a 2" x 10" wood buck constructed from
Spruce-Pine-Fir GonstrUction lumber and secured through the nailing fin with 1-114" dryWall
screws spaced approximately 4-1/4" o.c. and seal~d 'with silicone caulking.
A
~
05-30166.01
Page 3 of 4
Test Results:
The results are tabulated as follows:
Para!2:raoh
Title of Test - Test Method
~
Results
Allowed
2.1.2
Air Infiltration per ASTM E 283 (See Note #1)
@ 1.57 psf (25 mph) 0.01 cfrnJtr
0.3cfm/ft2 max.
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
.4..4.J~/NWWDA IOI/J.S. 2-97 for air infiltration.
2.1.3
Water Resistance per ASTM E 547
WTP = 2.86 psf No leakage
No leakage
2.1.4.2
Uniform Load Structural per ASTlvl E 330
@ 22.5 psf (positive). Negligible
@ 22.5 psf (negative) 0.006"
.313" ma'(.
.313" ma"{.
2.1.7
Welded Corner Test
Nleets as stated
Meets as stated
2.1.8 '
Forced Entry Resistance per ASTM F 588-97
Type: B
Grade: 10
Lock l'vlanipulation Test
No entry
No entry
Tests B 1 thru B3
No entry
No entry
Lock Nlanipulation Test
No entry
No entry
2.2.5.6.1
Vertical Det1ection Test
@ 45 Ibf
0.04"
0.71"
2.2.5.6.2
Hardware Load Test
@ 5.0 Ib/ft2
No damage
No damage
Ootional Performance
4""
.J
-.
Water Resistance per ASTM E 547
WT~ = 8.25 psf . No leakage
No leakage
4.-+.2
Uniform Load Structural (Lock Stile)
@ 82.5 psf (positive)
@ 82.5 psf (negative)
0.044"
0.028"
0.313" max.
0.313" max.
...
~
05-30166.01
Page 4 of4
Detailed drawings, representative saJD,plesof 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 us~g the
o designated test methods and they indicate compliance with the performance requirements' of the
above referenced specification. This report does not constitute certification of this product which
may only be granted by the certification program administrator.
For ARCHITECTURAL TESTING, INC:
.~ ~'I"
Lynn George
Project I'vlanager
LG:~p
05-30166.01
~
_0 .
::.
~~
tt A. Warner
Executive Vice President
iS15
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