HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW DOUBLE HUNGElorida Building Code Online
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Product Approval Menu > Application Detail _ _ CODE
C®
• FL# FL5419-R21 {��CC_- G ��E COUNT
y
Application Type Editorial Change ST° L / -�
Code Version 2020 B®CC 6 2
Application Status Approved
*Approve9y'DBPR. Approvals by DBPR shall be reviewed and ratified by
-the-ROC-and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Simonton/Ply Gem Windows
5020 Weston Parkway
Suite 300
Cary, NC 27513
(800) 542-9118 Ext 413596
luanne.harris@cornerstone-bb.com
Luanne Harris
luanne.harris@cornerstone-bb.com
Luanne Harris
3948 Townsfair Way
Suite 200
Columbus, OH 43219
(614)532-3596
luanne.harris@simonton.com
AAMA
1827 Walden Office Square
Suite 550
Schaumburg, IL 60173
(847) 303-5664
webmaster@aamanet.org
Windows
Double Hung
Certification Mark or Listing
Fenestration and Glazing Industry Alliance (formerly AAMA)
American Architectural Manufacturers Association
Standard
AAMA 450
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E 1886
ASTM E 1996
Florida Licensed Professional Engineer or Architect
FL5419 R21 EDuiv FL5419 Eouivalencv.odf
Year
2010
2016
2008
2011
2012
2017
https://www.floridabuilding. org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgtHJPwMo6eH... 8/16/2021
Florida Building Code Online
Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 06/04/2021
Date Validated 06/04/2021
Date Pending FBC Approval
Date Approved 06/07/2021
Summary of Products
1
FL #
Model, Number or Name
Description
5419.1
07-09 / 07-10 / 07-20 (Retrofit
StormBreaker Plus, 8000, PerfeXion Impact Vinyl Double
Installation)
Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL5419 R21 C CAC 07-09 07-20 DH Impact 37x84 R
PG60.odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL5419 R21 C CAC 07-09 07-20 DH Impact 53x76 R
PG55.13df
Design Pressure: N/A
Other: 53x76 (+55/-60 PSF), 53x76 (+/-50 PSF), 37x84
FL5419 R21 C CAC 07-09 07-20 DH Impact
(+/-60 PSF), 37x76 (+65/-70) - Missile Impact Rating: D
37x76 R-PG65.pdf
FL5419 R21 C CAC 07-09-07-20 DH Impact 53x76 R
PG50.odf
FL5419 R21 C CAC 07-09-10-20 and 08-09-10-20
Waiver.odf
Quality Assurance Contract Expiration Date
04/23/2022
Installation Instructions
FL5419 R21 II IN0364-R12 07-09 07-10 07-20 DH-
Imoact.odf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
FL5419 R21 AE EvalReoort-IN0364-R12.pdf
Created by Independent Third Party: Yes
5419.2
07-20 (Nailing Fin Installation)
StormBreaker Plus, 8000, PerfeXion Impact Vinyl Double
Hung Twin
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL5419 R21 C CAC 07-20 DH Twin IMP 43x74-R50.Pdf
Quality Assurance Contract Expiration Date
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
03/24/2025
Design Pressure: +50/-50
Installation Instructions
Other: 73 x 74 - Missile Impact Rating: D
FL5419 R21 II IN0523 SBP 07-20 DH-Twin 2X.odf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5419.3
07-20 (Nailing Fin Installation)
StormBreaker Plus, 8000, PerfeXion Impact Vinyl Double
Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL5419 R21 C CAC 07-09 07-20 DH Imoact 37x84 R
PG60.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL5419 R21 C CAC 07-09 07-20 DH Impact 53x76 R
PG55.odf
Design Pressure: N/A
Other: 53x76 (+/-50), 53x76 (+55/-60), 37x84 (+/-60),
FL5419 R21 C CAC 07-09 07-20 DH Impact
37x76 (+65/-70) - Missile Impact Rating: D
37x76 R-PG65.odf
FL5419 R21 C CAC 07-09-07-20 DH Impact 53x76 R
PG50.pdf
Quality Assurance Contract Expiration Date
04/23/2022
Installation Instructions
FL5419 R21 II IN0589 SBP 07-20 DH 2X.pdf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
5419.4 42-19 ProFinish Brickmould 600 w/SafePoint Storm, 4500 Vinyl
Double Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5419 R21 C CAC 42-19 DH Imoact Annealed 36x63 R
Approved for use outside HVHZ: Yes PG50.odf
http s : //www. floridabuilding. org/pr/pr_app_dtl. aspx?p aram=wGEVXQwtD gtHJPwMo 6eH... 8/ 16/2021
Florida Building Code Online i
Page 3 of 3
Impact Resistant: Yes
Design Pressure: +50/-50
Other: 36 x 63, 36 x 74 and 38 x 72 - Missile Impact
Rating: C
FL5419 R21 C CAC 42-19 DH Impact Annealed 36x74 R
PG50.pdf
FL5419 R21 C CAC 42-19 DH Impact Annealed 38x72 R
PG50.pdf
Quality Assurance Contract Expiration Date
09/14/2024
Installation Instructions
FL5419 R21 II IN0540-R3.odf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
FL5419 R21 AE EvalReport-IN0540-R3.odf
Created by Independent Third Party: Yes
5419.5 42-19 ProFinish Brickmould 600 w/SafePoint Storm, 4500 Vinyl
Double Hung Twin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL5419 R21 C CAC 42-19 DH Twin Impact Annealed 73x74
Approved for use outside HVHZ: Yes R PG50.ndf
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 10/05/2024
Other: 73 x 74 - Missile Impact Rating: C Installation Instructions
FL5419 R21 II IN0550 42-19 Impact DH Twin 2X.pdf
Verified By: Fenestration and Glazing Industry Alliance
(formerly AAMA)
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
BEck Ne;ct
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
® = ® cChsct M
Credit Card
Safe
https://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtHJPwMo6eH... 8/ 16/2021
URNER
ENGINEERING &
CONSULTING, INC.
Equivalence of Product Standards
2428 Old Natchez Trace Trail
Camden, TN 38320
Ph. 941-380-1574
FBPE C.O.A. 929779
(:November 11, 2020
Product Description:
Simonton Double Hung windows as detailed in Florida Product Approval FL5419
Manufacturer:
Simonton Windows, 1 Cochrane Ave., Pennsboro, WV
Equivalent Standards:
AAMA 506-06/08 and AAMA 506-11116
Assessment:
The products indicated above have been tested and certified in accordance with AAMA 506-06
or 506-08. I have determined that for the indicated products as defined in the Certifications,
Installation Instructions, and Evaluation Reports in FL5419, that AAMA 506-06 and AAMA
506-08 are both equivalent to AAMA 506-11 and AAMA 506-16 as referenced in the 2017 and
2020 Florida Building Codes.
�'Okti,1 t to 1t1/1
�I,,f�
��1 v�PSA T�RNFly
'r
,y
8201 ;
lit+; STATE ►5F +�
Lucas Turner
!t#Itt111
2020.11.12
11/11/2020
1 1:14:26
Lucas A. Turner, P.E.
-06'00'
FL P.E. 58201
AAMA CERTIFICATION PROGRAM
An FGIA Product Certification Program
AUTHORIZATION FOR PRODUCT CERTIFICATION
Simonton Windows
1 Cochrane Dr.
Pennsboro, WV 26415
Attn: Tina Seese
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA
Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATIONS
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 1011I.S.2/A440-08
R-PG65*-940x1930 (37x76)-H
AAMA 506-06
Negative Design Pressure = -70 psf
COMPANY AND CODE
Missile Level: D
CPD
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
Rating: +651-70, 37x76
NO.
DESCRIPTION
Wind Zone: 4
Rating above conforms
07-09/07-20
Simonton Windows
the requirements of:
STORMBREAKER PLUS DH
FRAME (mm)
SASH (mm)
940 x 1930
857 x 946
Code: SIPd4
A E1886
12079
(PVC)(X/X)(OG)
(INS 0.105" PVB LAM GL)
(TV x 6'4")
(2'10" x T1")
and 1996
and E
(MOD IF)(REINF)(TILT)(ASTM)
This Certification will expire August 6, 2022 (extended from August 6, 2017 per AAMA 103-19) and requires validation until then by
continued listing in the current AAMA Certified Products Directory.
Structural Test & Report By:
Architectural Testing, Inc. & Farabaugh Engineering & Testing, Inc
Report No: D0296.01-501-47; ref. T259-10
Date of Report: August 20, 2013; August 3, 2010
(Validator / Operations Administrator)
ACP-04 (Rev. 2120)
Missile Impact Test & Report By:
Architectural Testing, Inc.
Report No: D8118.01-109-47; ref. D0962.01-501-47
Date of Report: June 9, 2014; November 15, 2013
Evaluated for Certification: November 12, 2020
1� _h' 4aL
A oci ted Laboratories, Inc.
Authorized for Certification: November 12, 2020
C��"
Fenekktion and Glazing Industry Alliance
MODEL DESIGNATION:
SIMONTON DOUBLE HUNG SERIES 07-20 VINYL IMPACT WINDOW
MAXIMUM OVERALL NOMINAL SIZE:
SEE S1ZE CHART
DESIGN PRESSURE RATING:
SEE SIZE CHART
USABLE CONFIGURATIONS:
X
X
GENERAL DESCRIPTION:
THE HEAD. SILL, AND SIDE JAMBS ARE EXTRUDED PVC. THE WALL THICKNESS
THROUGH WHICH THE ANCHOR SCREW PENETRATES IS A MINIMUM OF 0.070'.
SILICONE CAULK
IL 9' O.C.
�I MAX. TYP. I MIAX.6
MAX.
I
X I I/L° MIN.
---------------------- ---- �_T
I
SCREW WITH 1.00° MIN.
EMBEDMENT INTO WOOD
Q i
MIN. EDGE DIST., SEE NOTES
I
I
x
I
I
Pa
F
98 X 2 1/2' WOOD SCREW
5y
I
I
THROUGH U-CHANNEL
I
I
—I—
�
a
US
US
I
I
I
I
I
—
o'
i
I
I
I
I
I
I
I
I
I
'
1
I
I
I
X
I
I
I
I
�
I
2 j
I
I
I
iv a
I
I
L------------
--------------J
I
I
�
Q
'W' MAX OVERALL FRAME WIDTH
SIZE CHART
OVERALL SIZE
DP RATING
WIDTH
°W..
HEIGHT
°H"
53,
76'
±50 PSF
53,
76'
+55/-60 PSF
37'
84"
±60 PSF
37'
76°
+65/-70 PSF
@ HEAD
I
n6 X 11/4' MIN.
SCREW WITH 1.00' MIN.
EMBEDMENT INTO WOOD
MIN. EDGE DIST., SEE NOTES
SILICONE CAUL..
SILL
2
DISCLOSURE STATEMENT
THIS GGNMENT IS THE PROPERTY OF SIMONTON WINOOM. WHICH RETAUIS ALL
PROPRIETARY AND OTHER RIGHTS TO ITS SUBJECT MATTER. THIS DOCUMENT IS
PROYIOED TO THE RECIPIENT ON THE EKPRESGED CONDITION THAT IT IS NOT TO BE
DISCLOSED. REPRODUCED IN WHOLE OR PART. NOR USED IN CONJUNCTON WITH THE
DESIGN. MANUFACTURE OR REPAIR OF GOODS FOR ANYONE OTHER THAN SIM014TOR
WINDOWS WITHOUT ITS CONSENT. THIS RESTRICTION DOES NOT LIMIT THE
RECIPIENT'S RIGHTS TO UTILIZE INFORMATION CONTAINED IN THIS DOCUMENT MICH
IS PROPERLY OBTAINED FROM ANOTHER SOURCE.
=ILE: FL SL19
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
2X BUCK
C. SHIM
SHIM
2X BUCK
REVISIONS: I REVISED BY: I DATE:
ADDED SIZE CHART - EC 18-041. LMH 05/02/18
UPDATED FOR 7TH EDITION 202D FBC LMH 11/29/20
2X BUCK
SILICONE CAULK
#8 X 2 1/2' SCREW
THROUGH U-CHANNEL
INTO WOOD
1/4" MAX. SHIM
#6 X 1 1/4° MIN.
SCREW WITH 1.00° MIN.
EMBEDMENT INTO WOOD
MIN. EDGE DIST.. SEE NOTES
SILICONE CAULK
SEE NOTES 13 6 14
JAMB
3
401001SIMONTON"
a. -.._.
DIMENSIONAL TOLERANCES
W 1 N D O S
DRAWN BY:'
UNLESS OTHERWISE SPECIFIED
LMH
1 AVCRDe
COCIIIR
CHECKED BY
PDnnshoro, W V 26415
DECIMALS ANGLES
SCALE: SHEET:
APPRV'D BY:
.X _ .03
FIT I OF 2
.X% 2 .01 0` 30 MIN.
SERIES:
.XXX 2 .005
07-201HPACT DOUBLE HUNG
TITLE
2% BUCK INSTALLATION (AS TESTED)
MODEL DESIGNATION: SIMONTON DOUBLE HUNG SERIES 07-20 VINYL IMPACT WINDOW
MAXIMUM OVERALL NOMINAL SIZE: SEE SIZE CHART
DESIGN PRESSURE RATING: SEE SIZE CHART
USABLE CONFIGURATIONS: X
X
GENERAL DESCRIPTION: THE HEAD, SILL, AND SIDE JAMBS ARE EXTRUDED PVC. THE WALL THICKNESS
THROUGH WHICH THE ANCHOR SCREW PENETRATES IS A MINIMUM OF 0.070°.
NOTES:
I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE
THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS
AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN.
2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED.
3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS.
4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
5. INSTALLATION SCREWS SHOULD BE A MINIMUM OF 3/4" FROM EDGE OF WOOD.
6. WOOD BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND
LOADS TO THE STRUCTURE.
7. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES,
ORDINANCES, OR OTHER SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR
CONTRACTOR.
8. SHIMS ARE OPTIONAL. MAX. SHIM STACK IS 1/4".
9. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT DOES NOT REQUIRE THE USE OF APPROVED
IMPACT RESISTANT SHUTTERS OR OTHER EXTERNAL PROTECTION.
10. SEALING AND FLASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE
OPENING INTO WHICH THE PRODUCT IS BEING INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE
INSTALLED PRODUCT IS NOT ADDRESSED IN THIS DRAWING AND IS THE RESPONSIBILITY OF OTHERS.
11. GLAZING SHALL COMPLY WITH ASTM E 1300.
12. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO
REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE
PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS.
13. IF 2" X 4" BUCKS ARE USED, ANCHOR SCREWS MAY BE INSERTED THROUGH THE INTERIOR TRACK. ANCHOR SCREWS USED
IN EXTERIOR BALANCE TRACK SHOULD BE FLUSH WITH THE VINYL.
14. QUANTITY OF ANCHORS ATTACHING THE JAMB TO THE MULLION WILL VARY DEPENDING ON THE HEIGHT OF THE UNIT.
DISTANCE BETWEEN ANCHORS MUST NOT EXCEED 12 INCHES ON CENTER.
15. DESIGNATION "X" IS FOR OPERABLE PANEL AND "0" IS FOR FIXED PANEL
16. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A
MINIMUM OF 5/8" DEEP.
DISCLOSURE STATEMENT
THIS DOCUMENT IS THE PROPERTY OF SIMONTON WINDOW$. WHICH RETAINS ALL
PROPRIETARY AND OTHER RIGHTS TO ITS SUBJECT MATTER. THIS DOCUMENT IS
PROVIDED TO WE RECIPIENT ON THE EKPRESSEO CONDITION THAT IT IS NOT TO BE
DISCLOSED. REPRODUCED IN WHOLE OR PART. NOR USED IN CONJUNCTER1 WITH WE
DESIGN. MANUFACTURE OR REPAIR OF 0DISS FOR ANYONE OTHER THAN SIMONTON
WINDOW WITHOUT ITS CONSENT. THIS RESTRICTION DOES NOT UNIT THE
RECIPIENT'S RIGHTS TO UTILIZE INFORMATION CONTAINED IN THIS DOCUMENT WHICH
IS PROPERLY OBTAINED FROM ANOTHER SOURCE.
REV' REVISIONS:
NO P.E. SEAL REQUIRED "
INSTALLATION SUPPORTED I ADDED SIZE CHART - EC I8-041.
BY AAMA TEST REPORTS 2 UPDATED FOR 7TH EDITION 2020 FBC
.500,
GLASS BITE
GLAZING COMPOUND
(PECORA 896-HIS)
1/8' ANNEALED
0.090 PVB (SOLUTIA)
- 1/8" ANNEALED
QAIRSPACE
1/8" ANNEALED
SPACER
('INSULATED ANNEALED IMPACT GLASS
WITH 0.090" PVB INTERLAYER
DIMENSIONAL TOLERANCES
UNLESS OTHERWISE SPECIFIED
DECIMALS ANGLES
.X ± .03
.XX ± .01 0- 30 IN.
.XXx ± .005
SIMONTON'
I COCK—A...O
P.n.boW, WV 2641S
KALE: SHEET:
FIT 2 aP 2
'ISED BY: DATE:
LT 05/02/18
LMH 11129/20
07-201MPACT DOUBLE HUNG
nTLE:
2% BULK INSTALLATION (AS TESTED)
MODEL DESIGNATION: Simonton Double Hung Series 07-09 / 07-10 / D7-20 Vinyl Impact Window
MAXIMUM OVERALL NOMINAL SIZE' See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS: X
X
GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness
through which the anchor screw penetrates is a minimum of 0.070".
`Vptl11 iirl",
',/��
12/14/2020
LOcas A.
Turner nge& Cons., Inc.
�* No
FBPECOA#29779
58201*�
Lucas Turner `;U * Ipj_
2428 Old NatchezTrc. Trl.
2020.12.14 ..0. (41:
Camden, TN 38320
10:30:53-06'00' �'6 STATE OF L-%
Ph. 941-380-1574
REVISIONS:
IEVISED BY
DATE
ADDED 53X76 SIZE DP50
LAT.
6/30/15
ADDED TEST REPORT NUMBER TO NOTE 15.
LMH
4/18/17
REMOVED PRE —DRILLED HOLES.
LMH
10/27/17
UPDATED SIZE CHART —DESIGN PRESSURES.
LMH
7/10/19
UPDATED SIZE CHART —NEW TESTING
LMH
11/09/20
MIN. EMBED-,
SEE TBL 1, SHT 2
MIN. EDGE DIST.,
SEE TBL 1, SHT 2
INSTALLATION FASTENER. SUBSTRATE
SEE TABLE 1, SHEET 2 BY OTHERS
SILICONE CAULK
MIN. EMBED., INSTALLATION
1/4" MAX. SHIM
SUBSTRATE
SEE TBL 1, FASTENER
BY OTHERS
SHT 2 SEE TABLE 1,
INTERIOR
SHEET 2
SILICONE CAULK
/
EXTERIOR IIII INTERIOR
(HEAD
HEAD
1
SIZE CHART
OVERALL SIZE
WIDTH HEIGHT
„ W" "H„
DP RATING
53"
1 76" 1
±50 PSF
53"
76"
+55/-60 PSF
37"
84"
±60 PSF
37"
76"
+65 —70 PSF
EXTERIOR
SILICONE CAULK
SUBSTRATE
BY OTHERS �21 SILL
1
DISCLOSURE
TA M NT
This document is the property of Simonton Windows, which
retains all proprietary and other rights to Its subject matter.
This document Is provided to the recipient on the xpressed
:ondition that it Is not to be disclosed, reproduced In whole of
part nor used in conjunction with the design, manufacture or
repair of goods for anyone other than Simonton Windows
without Its consent. This restriction does not limit the
recipient's rights to utilize Information contained In this
document which is properly obtained from another source.
SILICONE CAULK
1/4" MAX. SHIM
INTERIOR
MAX. SHIM
:ONE CAULK
MIN. EDGE DIST., T EXTERIOR
SEE TBL 1, SHT 2 SILICONE CAULK
JAMB
1
.500" GLAZING COMPOUND
GLASS BITE (PECORA 896—HIS)
1/8" ANNEALED
0.105 PVB (SOLUTIA)
�'1/8' ANNEALED
q` AIR SPACE
1/8" ANNEALED
— SPACER
1" INSULATED ANNEALED IMPACT GLASS
WITH 0.105" PVB INTERLAYER
SIMON TON'
B V IN0354
12
Dimensional Tolerances
Unless Otherwise Soecifed
00 w I N D o s
I Cacbranc Avenue
_
DRAWN BY:
T.D.D.
DA
11/13/DB
CHECKED BY:
DATE:
Decimals Angles
Pcnnsbom, WV 26415
SCALE SHEET:
APPR D BY:
DATE:
.X d:.03
FIT i of 2
SERIES:
XX d:.01 0' 3D min.
.XXX d:.005
07-09 / 07-10 / 07-20 IMPACT DOUBLE HUNG
n1i E
ELEVATION. INSTALLATION DETAILS, SIND. GLAZING DETAIL
12/14/2020
NOTES: Lucas A. Turner. FLPE #58201
I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE TEXAS & FLORIDA BUILDING CODES AND WHERE PRESSURE Turner Eng. & Cons., Inc.
REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE FBPE COA#29779
RATINGS HEREIN, FOR USE OUTSIDE THE H.V.H.Z. 2428Old Natchez Trc.Trl.
2. ALL INTERIOR AND EXTERIOR PERIMETER SURFACES OF THE WINDOW MUST BE CAULKED. Camden, 38320
Ph. 941-380-1574
3. ANCHOR TYPE, SIZE, SPACING, AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS.
4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS EMBEDMENT SHALL BE BEYOND
WOOD BUCKS, IF USED, AND INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD
BUCKS BETWEEN PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN PRODUCT AND SUBSTRATE. .500"
5. WOOD OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS GLASS BITE
TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I, THIS SHEET. CONCRETE OR MASONR' ATU
SUBSTRATES SHALL NOT BE CRACKED. . %tc[Ni'. - Zi-
6. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, B`-
BUILDING CODES, ORDINANCES, OR OTHER 2 *�
SAFETY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR CONTRACTOR. '.xtt N0o58201,W.=
7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE =A! Z_*, IWF
O`:
LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. ' -61, STATE O,P `1L 2
8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT DOES NOT REQUIRE THE USE OF APPROVED IMPACT RESISTANT SHUTTERS OR '��OIINr'�`�
OTHER EXTERNAL PROTECTION.
9. SEALING AND FLASHING BY OTHERS SHOULD BE APPLIED USING THE ASTM E 2112 METHODOLOGY APPROPRIATE FOR THE OPENING INTO WHICH THE
DOOR IS BEING INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS THE RESPONSIBILITY OF OTHERS.
10. GLAZING SHALL COMPLY WITH ASTM E 1300-04.
11. FOR INSTALLATION TO METAL SUBSTRATES, ANCHORS SHALL BE LONG ENOUGH TO BE FULLY THREADED THROUGH THE METAL THICKNESS WITH AN
ADDITIONAL 3/16" MIN. OF THREADS BEYOND.
12. A MINIMUM CENTER -TO -CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL ELCO ULTRACONS IN ANY DIRECTION.
13. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE
TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH
CODE REQUIREMENTS.
14. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY.
15. WINDOWS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS A8088.01-501-47-RO, A9235.01-501-47-RO, A9261.01-501-47-R1,
C7745.01-109-47-RO, D0296.01-501-47-RO, D0962.01-501-47-RO, D0963.01-501-47-RO, D0964.01-501-47-RO, D8119.01-109-47-RO,
D8118.01-109-47-RO AND D8120.01-109-47 BY ARCHITECTURAL TESTING, INC AND T259-10 BY FARABAUGH ENGINEERING & TESTING INC.
16. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP.
TABLE 1: INSTALLATION FASTENERS TABLE
ID
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBED
MIN. EDGE DIST.
A
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
8
HOLLOW OR GROUT -FILLED CMU
3/16" ELCO ULTRACON
1-1/4"
2 1/2"
ASTM C90
C
2X MIN. SOUTHERN PINE WOOD
3/16" ELCO ULTRACON
1-3/8"
3/4"
G=0.55
D
2X MIN. SOUTHERN PINE WOOD
#10 WOOD SCREW
1-3/8"
3/4"
G=0.55
E
16 GAUGE 0.060 MIN. STEEL
#10-lb IIW IFKb
SEE NOTE 11
1/2"
STUD 33KSI YIELD MIN.
SELF -DRILLING SCREW
F
1 8 ALUM. 6053-T5 MIN. OR
10 GRADE 5 SELF -TAPPING
SEE NOTE 11
1/2"
11/8"
8" STEEL 36 KSI MIN.
DRILLING SCREW
This document Is the property of Simonton Windows, which
retains all proprietary and other rights to Its subject matter.
This document Is provided to the recipient on the expressed
ondition that It Is not to be disclosed, reproduced In whole of
part, nor used In conjunction with the design, manufacture or
repair of goods for anyone other than Simonton Windows
without Its consent. This restriction does not limit the
reciplent's rights to utilize information contained in this
document which Is properly obtained from another source.
REV.
REVISIONS:
REVISED BY:
DATE:
B
ADDED 53X75 SIZE DP50
L.A.T.
6/30/15
9
ADDED TEST REPORT NUMBER To NOTE 15.
LMH
4/18/17
10
REMOVED PRE-DRiLLED o
16 & 17 - AAMA 800.
LMH
10 27 17
/ /
11
UPDATED SIZE CHART -DESIGN PRESSURES
LMH
7/10/19
12
UPDATED SIZE CHART -NEW TESTING
LMH
11/09/20
GLAZING COMPOUND
896-HIS)
�(PECORA
1/8" ANNEALED
0.105 PVB (SOLUTIA)
1/8" ANNEALED
�- AIR SPACE
1/8" TEMPERED
SPACER
1" INSULATED TEMPERED/ANNEALED IMPACT GLASS
WITH 0.105" PVB INTERLAYER
37" X 76" AND 53" X 76" DOUBLE HUNG (OPTIONAL)
.500" GLAZING COMPOUND
GLASS BITE
(PECORA 896-HIS)
1/8" ANNEALED
0.090 PVB (SOLUTIA)
1/8" ANNEALED
AIR SPACE
L� 1/8" TEMPERED
SPACER
1" INSULATED TEMPERED/ANNEALED IMPACT GLASS
WITH 0.090" PVB INTERLAYER
37" X 84" DOUBLE HUNG (OPTIONAL)
SIMONTON'
'B`"�"IN0364
Dimensional Tolerances
01 w s
DRAWN BY:
DATE
Unless Otherwise Stpecified
T.D.D.
11/13
1 Coal, Avenue
CHECKED BY:
DATE:
Decimals Angles
1en. sbnro, lW 26415
SCALE SHEET:
APPR D BY:
DATE
.X d:.03
RT 2 of 2
XX t .of D' 3D min.
SERIES:
.XXX d:.005
07-09 / 07-10 / 07-20 IMPACT DOUBLE HUNG
TDITexas Department
®f Insurance
PO Box 149104 j Austin, TX 78714 1 1-800-578-4677 1 tdi.texas.gov
NI N 271 10620
Product Evaluation
tnUineennu riuuiaiii
The following product has been evaluated for compliance with the wind loads specified in the International
Residential Code (IRC) and the International Building Code (IBC).
This product evaluation is not an endorsement of this product or a recommendation that this product be used. The
Texas Department of Insurance has not authorized the use of any information contained in the product evaluation
for advertising, or other commercial or promotional purpose.
This product evaluation is intended for use by those individuals who are following the design wind load criteria in
Chapter 3 of the IRC and Section 1609 of the IBC. The design loads determined for the building or structure shall
not exceed the design load rating specified for the products shown in the limitations section of this product
evaluation. This product evaluation does not relieve a Texas licensed engineer of his responsibilities as outlined in
the Texas Insurance Code, the Texas Administrative Code, and the Texas Engineering Practice Act.
For more information, contact TDI Engineering Services Program at (800) 248-6032.
Evaluation ID: WIN-271 Effective Date: June 1, 2020
Re-evaluation Date: April 2022
Product Name: Series 07-09 and 07-20 Stormbreaker Plus Vinyl Double Hung Windows, Fin and
Frame Installation, Impact Resistant
Manufacturer: Simonton Windows & Doors by Ply Gem
5020 Weston PI<wy., Ste. 300
Cary, NC 27513
(800) 542-9118 ext. 413596
Marketed As: StormBreal<er Plus
PerfeXion Impact
8000 Series
r'anaral Ilazrrinfinn-
System
Descripti®n
Label Rating
Design Pressure
Rating
1
Series 07-09/07-20 Stormbreaker Plus
R-PG65 (37 x 76)-H
+65 /- 65 psf
Vinyl Double Hung Windows
Missile Level D
2
Series 07-09 Stormbreaker Plus Vinyl
R-PG65 (37 x 76)-H
+65 / -70 psf
Double Hung Windows
Missile Level D
3
Series 07-09 Stormbreaker Plus Vinyl
R-PG60 (37 x 84)-H
+60 / -60 psf
Double Hung Windows
Missile Level D
1/3
WIN271 1 0620
General Description:
System
Description'
Label R ing
Design Pressure
Rating)
4
Series 07-09/07-20 Stormbreaker Plus
R-PG60 (37 x 84)-H
+60 / -60 psf
Vinyl Double Hung Windows
Missile Level D
5
Series 07-09/07-20 Stormbreaker Plus
R-PG50 (53 x 76)-H
+50 / -50 psf
Vinyl Double Hung Windows
Missile Level D
6
Series 07-09/07-20 Stormbreaker Plus
R-PG55 (53 x 76)-H
+55 / -60 psf
Vinyl Double Hung Windows
Missile Level D
Product Dimensions:
System
Overall Size
Top Sash Size
Bottom Sash Size
1-2
37" x 76"
32-3/4" x 36-1/4"
33-3/4" x 37-1/4"
3-4
37" x 84"
32-7/8" x 40-1/4"
33-7/8" x 41-1/4"
5
53" x 76"
48-15/16" x 36-1/2"
49-7/8" x 37-1/4"
6
53" x 76"
48-3/41 x 36-1/4"
49-3/4" x 37-1/4"
Product Identification (Certification Label on Window):
Svste
Certification Agency
AAMA
Code Name
SIM-1 or SIM-2
07-09/07-20 STORMBREAKER PL DH (System 1, 4) '
1, 4-6
Product Name
07-09/07-20 STORMBREAKER PLUS DH (System 5-6)
AAMA/WDMA/CSA 101/I.S.2/A440-08
Test Standards
AAMA 506; Missile Level D
Certification Agency
AAMA
Code Name
SIM-1 or SIM-2
2-3
Product Name
07-09 STORMBREAKER PL DH
AAMA/WDMA/CSA 101/I.S.2/A440-08
Test Standards
AAMA 506; Missile Level D
Imnact Resistance:
Sy5ggM
lmp.a_q$ Resistant
Regglrement
These products satisfy TDI's criteria for protection from
windborne debris. Install the assemblies at a height on the
1-6
Yes
structure that does not exceed the design pressure rating
for the assemblies.
Installation:
Mail bin Installation (System 1, 4, 6):
The wood wall framing members must be rninirnum Spruce -Pine -Fir dimension lumber. The window
assembly is secured to the wall framing using a nailing fin. The nailing fin is secured to the wall framing
2/3
WIN271 10620
using minimum No, 6 steel screws. Locate the screws approximately 1" from each corner and 9" on
center along the perimeter of the window. Fasteners must be long enough to penetrate a minimum
of 1-1/2" into the wall framing members.
Frame Installation (System 2-3):
The wood wall framing members must be minimum Spruce -Pine -Fir dimension lumber. The window
assembly is secured to the wall framing using minimum No. 10 x 2-1/2" steel screws. Along the side
jambs, locate the screws approximately 6" from each corner and 3" above and below the midspan.
Along the head, locate the screws approximately 6" from each corner. Fasteners must be long enough
to penetrate a minimum of 1-1/2" into the wall framing mernbers.
Nail Fin Installation (System 5):
The wood wall framing members must be minimum Spruce -Pine -Fir dimension lumber. The window
assembly is secured to the wall framing using a nailing fin. The nailing fin is secured to the wall framing
using minimum No. 6 steel screws. Locate the screws approximately 1" from each corner and 8-1/2"
on center along the perimeter of the window. In addition, use one (1) No. 8 x 2-1/2" screw through
each "U" channel along the sidejambs. Fasteners must be long enough to penetrate a minirnum of 1-
1/2" into the wall framing mernbers.
Frame Installation (System 6):
The wood wall framing members must be minimum Spruce -Pine -Fir dimension lumber. The window
assembly is secured to the wall framing using minimum No. 10 x 2-1/2" steel screws. Along the side
jambs, locate the screws approximately 6" from each corner and 3" above and below the meeting rails,
totaling four (4) per jamb. Along the head, locate the screws approximately 6" from each corner.
Fasteners must be long enough to penetrate a minimum of 1-1/2" into the wall framing members.
Note: Keep the manufacturer's installation instructions available on the job site during
installation. Use corrosion resistant fasteners as specified in the IRC and the IBC.
3/3