HomeMy WebLinkAboutLETTER-ENGINEERINGURNER
ENGINEERING &
CONSULTING, INC.
2428 Old Natchez Trace Trl.
Camden, TN 38320
Ph. 941-380-1574
FBPE C.O.A. #29779
December 8, 2020
Equivalence of Product Standards
Product Description:
Simonton Fixed Windows as indicated in Florida Product Approval FL228
Manufacturer:
Simonton Windows, 1 Cochrane Ave., Pennsboro, WV
Equivalent Standards:
AAMA 506-08 and AAMA 506-16
ASTM E 1886-05 and ASTM E 1886-13a
ASTM E 1996-05/09 and ASTM E 1996-14a
Assessment:
The products indicated in the above -listed Florida Product Approval (FPA) has been tested and
certified in various configurations in accordance with AAMA 506-08, ASTM E 1886-05, and
ASTM E 1996-05/09. I have determined that for the indicated products as defined in the
Certifications, Installation Instructions, and Evaluation Reports in the above -listed FPA, the
pertinent air/water/structural/impact/cyclic testing performed as indicated above is equivalent to
the testing performed for AANIA 506-16, ASTM E 1886-13a, and ASTM E 1996-14a,
respectively, as referenced in the 7t' Edition (2020) Florida Building Code.
0%1111111111
r A tU�y 1i�f
*` No.58201 t
�a
'W
s r
+K.t STATE OF
I IV
t `
fOHA,U`��G��,��`�
12/8/2020
Lucas A. Turner, P.E.
FL P.E. 58201
Lucas Turner
2020.12.08
11:35:34
-06'00'
(Validator / Operations Administrator)
Simonton Windows
1 Cochrane Dr.
Pennsboro, WV 26415
Attn: Tina Seese
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
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 101/I.S.2/A440-08
AAMA 506
R-PG50"-940x2134 (37x84)-FW
COMPANY AND CODE
Missile Level: D
CPD
SERIES MODEL & PRODUCT
MAXIMUM SIZE
Rating: +50/-50, 37x84
NO.
DESCRIPTION
TESTED
Wind Zone: 4
Rating above conforms
07-09 PW
FRAME
Simonton Windows
to the requirements of:
5316
(PVC)(0)(IG)
940 m 2134 mm
Code: SIM
ASTM E1886
(INS TEMP/0.090" PVB LAM GL)
(31" x 7 0 )
and E1996
(ASTM)
This Certification will expire June 23, 2024 (extended from June 23, 2019 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.
Report No: A2066.01-501-44
Date of Report: July 7, 2010
Date: March 24, 2016
Cc: AAMA
JGS
ACP-14 (Rev. 1/11)
Missile Impact Test & Report By:
Architectural Testing, Inc.
Report No: 99620.01-501-47
Date of Report: August 30, 2010 (Revised May 30, 2012)
Evaluated for Certification: April 16, 2019
'h, 4-�tL
A4ocidLaboratories, Inc.
Authorized for Certification: April 16, 2019
T
Amer n Architectural Manufacturers Association
(Validator / Operations Administrator)
Simonton Windows
1 Cochrane Dr.
Pennsboro, WV 26415
Attn: Tina Seese
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
E"A
FA
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 101/I.S.2/A440-08
AAMA 506-06
R-PG55-1880x1600 (74x63)-FW
COMPANY AND CODE
Missile Level: D
CPD
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
Rating: +55/-55, 74x63
NO.
DESCRIPTION
Wind Zone: 4
Rating above conforms
07-09/07-20
STORMBREAKER PLUS PW
FRAME
Simonton Windows
to the requirements of:
5793
(PVC)(0)(IG)
1880 mm x 1600 mm
Code: SIM
ASTM E1886
(INS TEMP/0.105" PVB LAM GL)
(67' x 5'3")
and E1996
(ASTM)
This Certification will expire November 1, 2024 (extended from November 1, 2019 per AAMA 103-19) and requires validation until
then by continued listing in the current AAMA Certified Products Directory.
Structural Test & Report By:
Farabaugh Engineering & Testing, Inc.
Report No: T261-10
Date of Report: November 3, 2010
JGS/JTS
ACP-14 (Rev.6/16)
Missile Impact Test & Report By:
Architectural Testing, Inc.
Report No: A4999.01-501-47
Date of Report: January 5, 2011 (Revised May 30, 2012)
Evaluated for Certification: July 23, 2019
L -,h I 44L
A oci ted Laboratories, Inc.
Authorized for Certification: July 23, 2019
Amer n Architectural Manufacturers Association
(ValidatorI Operations Administrator)
Simonton Windows
1 Cochrane Drive
Pennsboro, WV 26415
m
AAMA
CERTIFICATION PROGRAM
WAIVER OF RETEST REQUEST
February 24, 2015
Attn: Tiffany Davies
Coastal Code Specialist
Dear Tiffany,
Per your written request, you are hereby granted a waiver of retest to modify
the sash frames on your Series 07-09 Picture, Double Hung and Horizontal Slider
and 08-09 Awning and Casement product lines. The new frame codes will be
identified as -10 and -20.
The test results and drawings included with your waiver request provide
evidence of performance equivalence for the Series -10 flange frame and the
Series -20 J-channel frame. The installation fasteners and locations are to remain
unchanged.
Sincerely,
Brad Schultz
Associated Laboratories, Inc.
%f!4
Jason Seals
AAMA Certification Program
ACP-05 Rev. 1-07
URNER
ENGINEERING &
CONSULTING, INC.
2428 Old Natchez Trace Trl.
Camden, TN 38320
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report IN0366-R6
December 8, 2020
Product Description: Series 07-09 / 07-10 / 07-20 Vinyl Fixed Impact Window
Manufacturer: Simonton Windows, 1 Cochrane Ave., Pennsboro, WV
Statement of Compliance: This report evaluates the above -listed product per the requirements of
FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements
of the 71h Edition (2020) Florida Building Code outside the High Velocity Hurricane Zone. The
product testing standards performed are outlined below.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 2428 Old Natchez Trc Trl, Camden, TN
2) Installation drawing IN0366-R6, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports 99620 01-501-47-r0, A2066 01-501-47-r0, and A4999.01-501-47-r1 from
Architectural Testing, Inc., Springdale, PA, and test report T261-10 from Farabaugh
Engineering & Testing, Inc., McKeesport, PA, with testing performed:
AAMA/WDMA/CSA IOl/I.S.2/A440-05/08, ASTM El886/1996-05
4) Supplemental Calculations to support IN0366-R6, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to installation drawing IN0366-R6.
Limitations of Use: This product:
• May be used in the configurations, product sizes, and with glazing as indicated in IN0366-R6
• Is'large missile impact resistant (missile level D, wind zone 4) and does not require the use of
shutters in windborne debris regions
• May not be used in the High Velocity Hurricane Zone
• Requires white SimEx, Inc. PVC extrusions with current listing as an AAMA Certified
Profile Licensee under AAMA 303
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Simonton Windows or in any company manufacturing or distributing products
for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in any other entity involved in the testing or approval process of this product.
Lucas Turner *.{ s,
2020.12.08Na.$2Q1
11:42:54
0= F
-06'00' STATE OFORID
► �
12/8/2020
Lucas A. Turner, P.E.
FL PE #58201
(Validator / Operations Administrator)
Simonton Windows
1 Cochrane Dr.
Pennsboro, WV 26415
Attn: Tina Seese
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
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 101/I.S.2/A440-08
AAMA 506
R-PG50*-940x2134 (37x84)-FW
Missile Level: D
CPD
SERIES MODEL & PRODUCT
MAXIMUM SIZE
COMPANY AND CODE
Rating: +501-50, 37x84
NO.
DESCRIPTION
TESTED
Wind Zone: 4
Rating above conforms
07-09 PW
FRAME
Simonton Windows
to the requirements of:
5316
(PVC)(0)(IG)
940 mm x mm
Code: SIM
ASTM E1886
(INS TEMP/0.090" PVB LAM GL)
7'0"
(3'1" x )
and E1996
(ASTM)
This Certification will expire June 23, 2024 (extended from June 23, 2019 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.
Report No: A2066.01-501-44
Date of Report: July 7, 2010
Date: March 24, 2016
Cc: AAMA
JGS
ACP-14 (Rev. 1/11)
Missile Impact Test & Report By:
Architectural Testing, Inc.
Report No: 99620.01-501-47
Date of Report: August 30, 2010 (Revised May 30, 2012)
Evaluated for Certification: April 16, 2019
'h'
4aL
A4ocidLaboratories, Inc.
Authorized for Certification: April 16, 2019
T�
Amer n Architectural Manufacturers Association
(Validator / Operations Administrator)
Simonton Windows
1 Cochrane Dr.
Pennsboro, WV 26415
Attn: Tina Seese
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
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 101/1.S.21A440-08
AAMA 506-06
R-PG55-1880x1600 (74x63)-FW
COMPANY AND CODE
Missile Level: D
CPD
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
Rating: +551-55, 74x63
NO.
DESCRIPTION
Wind Zone: 4
Rating above conforms
07-09107-20
STORMBREAKER PLUS PW
FRAME
Simonton Windows
to the requirements of:
5793
(PVC)(0)(IG)
1880 mm x 1600 mm
Code: SIM
ASTM E 1886
(INS TEMP/0.105" PVB LAM GL)
(6'2" x 5'3")
and E1918
(ASTM)
This Certification will expire November 1, 2024 (extended from November 1, 2019 per AAMA 103-19) and requires validation until
then by continued listing in the current AAMA Certified Products Directory.
Structural Test & Report By:
Farabaugh Engineering & Testing, Inc.
Report No: T261-10
Date of Report: November 3, 2010
J GS/JTS
ACP-14 (Rev.6/16)
Missile Impact Test & Report By:
Architectural Testing, Inc.
Report No: A4999.01-501-47
Date of Report: January 5, 2011 (Revised May 30, 2012)
Evaluated for Certification: July 23, 2019
-h'
4aL
A4ocidLaboratories, Inc.
Authorized for Certification: July 23, 2019
Amer n Architectural Manufacturers Association
AAMA
CERTIFICATION PROGRAM
(Validator/ operations Administrator) WAIVER OF RETEST REQUEST
February 24, 2015
Simonton Windows
1 Cochrane Drive
Pennsboro, WV 26415
Attn: Tiffany Davies
Coastal Code Specialist
Dear Tiffany,
Per your written request, you are hereby granted a waiver of retest to modify
the sash frames on your Series 07-09 Picture, Double Hung and Horizontal Slider
and 08-09 Awning and Casement product lines. The new frame codes will be
identified as -10 and -20.
The test results and drawings included with your waiver request provide
evidence of performance equivalence for the Series -10 flange frame and the
Series -20 J-channel frame. The installation fasteners and locations are to remain
unchanged.
Sincerely,
Brad Schultz
Associated Laboratories, Inc.
T�
Jason Seals
AAMA Certification Program
ACP-05 Rev. 1-07
(Validator / Operations Administrator)
Simonton Windows
1 Cochrane Dr.
Pennsboro, WV 26415
Attn: Tina Seese
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
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
AAMAIWDMA/CSA 101/I.S.2/A440-08
AAMA 506
R-PG50-2032x1219 (80x48)-FW
COMPANY AND CODE
Missile Level: C
CPD
SERIES MODEL & PRODUCT
MAXIMUM SIZE
Rating: +50/-50, 80x48
NO.
DESCRIPTION
TESTED
Wind Zone: 2
Rating above conforms
42-19 PW
FRAME
Simonton Windows
to the requirements of:
8468
(PVC)(0)(IG)
2032 mm x 1219 mm
Code: SIM
ASTM E1886
(INS TEMP/0.090" PVB LAM GL)
(6'8" x 4'0")
and E1996
(ASTM)
This Certification will expire September 8, 2024 (extended from September 8, 2019 per AAMA 103-19) and requires validation
until then by continued listing in the current AAMA Certified Products Directory.
Structural Test & Report By: Missile Impact Test & Report By:
Farabaugh Engineering & Testing, Inc. Architectural Testing, Inc.
Report No: T255-10 Report No: C9032.01-501-47; ref. B7590.01-501-4
Date of Report: September 8, 2010 Date of Report: June 20, 2013; March 29, 2012 (Revised June 11, 2012)
JGS/JTS
ACP-14 (Rev. 6/16)
Evaluated for Certification: May 16, 2019
-,h,
4-"iL
A oci ted Laboratories, Inc.
Authorized for Certification: May 16, 2019
T�
AmerVn Architectural Manufacturers Association
MODEL DESIGNATION: Simonton Series 07-20 Vinyl Impact Fixed Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS:_ 0
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".
1 9" D.C.
MAX. MAX. (TYP.)
r �
w
x
J
a
i
0
a
MAX. —I
A
� 4
. x
N M
r- — — — — — —
— — — — — — — — — — — — — —
I
I
4 \
I
3
I
I
I
I
I
I
I
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I
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I
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— — — — — — —
— — —
U
C5
011
M
al i
<
N
"W" MAX. OVERALL FRAME WIDTH M
SIZE CHART
OVERALL SIZE
DP RATING
"W"
37"
84"
±50 PSF
74"
63"
±55 PSF
SILICONE
CAULK
#6 X 1 1/4" MIN. WOOF
SCREW WITH 1.00" MIN.
EMBEDMENTINTO WOOF
MIN. EDGE DIST,
SEE NOTES ON PAGE 2
NO P.E. SEAL REQUIRED
INSTALLATION SUPPORTED
BY AAMA TEST REPORTS
REV.
8:
REVISIONS:
EVISED BY:
DATE:
2
UPDATED GLAZING DETAILS PER NEW TESTING.
T.D.D.
04/29/11
3
ADDED MIN. EDGE DIST. NOTE.
B.J.S.
05/17/15
4
ADDED NOTES 11 & 12 — AAMA 800
LMH
08/19/16
5
ADDED SIZE CHART
LMH
10/04/18
6
UPDATED FOR 7TH EDITION 2D20 FBC.
LMH
12/06/20
HEAD
1
2X BUCK
NE CAULK
MAX. SHIM
2X BUCK
#6 X 1 1/4' MIN. WOOD
SCREW WITH 1.00" MIN.
EMBEDMENTINTO WOOD
MIN. EDGE DIST.,
SEE NOTES ON PAGE 2
SILICONE CAULli
#6 X 1 1/4" MIN. WOODA1/4-
MAX. SHIM
SCREW WITH 1.00" MIN.SILICONE CAULK
EMBEDMENTINTO WOOD
MIN. EDGE DIST.,2X BUCK
SEE NOTES ON PAGE 2
SILICONE
CAULK
SILL
DISCLOSURE STATFIAFNT
tent Is the property of Simonton windows, which
roprletery and other rights to its subject matter.
ant Is provided to the recipient an the expressed
t It is not to be disclosed, reproduced In whole of
ad in conjunetfon with the design, manufacture or
goods for anyone other than Simonton Windows
s consent. This restriction does not limit the
a rights to utilize
Information contained In this
which Is properly obtained from another source.
CAULK
AX. SHIM
JAMB
SIMONTON'
'5 '��IN051'
Dimensional Tolerances
� �' I N D o w s
DRAWN S. DA'
Unles.Othe�fse Soecifiv
1 Cocbmne Avenue
T.D.D. 0
CHECKED BY: DA'
Penmboro, WV 26415
Decimals Angles
SCALE HEET:
APPR D BY: DA-
.X d:.03
FIT 1 of 2
XX ± .01 0' 30 min.
SERIES:
WINDOW
.XXX d:.005
07-20 IMPACT PICTURE (FIXED)
MODEL DESIGNATION: Simonton Series 07-20 Vinyl Impact Fixed Window
MAXIMUM OVERALL NOMINAL SIZE: Single up to 74" x 63"
DESIGN PRESSURE RATING: Positive: 55.0 PSF
Negative: 55.0 PSF
USABLE CONFIGURATIONS: 0
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:
1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where
design pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other
Structures do not exceed the design pressure ratings listed herein.
2. All exterior perimeter surfaces of the window must be caulked. Interior caulking is optional unless noted
otherwise.
3. Anchors shall be specified and spaced as shown. Anchor embedment into base material shall be beyond wall
dressing or stucco and into wood.
4. Wood bucks (by others) must be engineered and anchored properly to transfer loads to the structure.
5. 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.
6. Shims are optional. Max. shim stack is 1/4".
7. Installation screws must be a minimum of 1/2" from the edge of the wood.
8. When used in areas requiring impact protection, this product DOES NOT REQUIRE the use of impact
resistant shutters or other external protection.
9. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the
window is being installed.
10. Glazing shall comply with ASTM E 1300.
11. Designation "X" and "0" stand for the following: X: Operable Panel - 0: Fixed Panel.
12. 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.
niscl OSURF STATEMENT
This document Is the properly of Simonton Windows, which
retains all proprietary and other rights to Its subject matter.
This document is provided to the recipient on the xpres..d
:onditian that it is not to be disclosed, reproduaod 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 right. to utilize Information contained In this
document which Is properly obtained from another source.
0.500" GLASS
BITE
EXTERIOR
INTERIOR
REVISIONS:
3EVISED BY:
DATE
UPDATED GLAZING DETAILS PER NEW TESTING.
T.D.D.
94/29/11
ADDED MIN. EDGE DIST. NOTE,
B.J.S.
06/17/15
ADDED NOTES 11 & 12 — AAMA 800
LMH
08/19/16
ADDED SIZE CHART
LMH
1D/04/16
UPDATED FOR 7TH EDITION 2020 FBC.
LMH
12/06/2f
GLAZING COMPOUND (PECORA 896 HIS)
EPDM GASKET
r1/8" ANNEALED
=- 0.105" PVB (SOLUTIA)
1/8" ANNEALED
-AIR SPACE
1/8" TEMPERED
1" INSULATED TEMPERED/ANNEALED IMPACT
RESISTANT GLASS GLAZING DETAIL (0.105" PVB)
Dimensional Tolerances
Decimals Angles
.x .03
.xx d:.01 0' 30 min.
.xxx d:.005
0 SIMONTON"
1 " I N D O w s
I Cncbmne Avenue
Peemboro, Y V 26415
I FIT 1 2of2 1 1 1
WINDOW
MODEL. DESIGNATION: Simonton Series 07-09 / 07-10 / 07-20 Vinyl Fixed Impact Window
MAXIMUM OVERALL NOMINAL SIZE: See Size Chart
DESIGN PRESSURE RATING: See Size Chart
USABLE CONFIGURATIONS:_ 0
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".
MAX (TYP*.) o
u u
C a
3
1
~
r.1
w
=
ox¢
J
QW
O
a
I I I I I LIJ
a�
"W" MAX. OVERALL FRAME WIDTH
D INSTALLATION HOLE PRE —DRILLED
BY MANUFACTURER
SIZE CHART
OVERALL SIZE
DP RATING
WI TH
"W
I HT
„H„
37"
84"
±50 PSF
74"
63"
±55 PSF
\\\\tySA. TU //12/06/2020
\\\ \J�'` M F,Q7�i��' LUC FL PE #R58201 P P.E.
Lucas Turner TURNER ENGINEERING &
y No. 58201 �_ CONSULTING, INC.
2020.12.0$ y*Z tL` (COA a 29779)
11:47:04 ice* Jly� 2428 OLD NATCHEZ TRACE
�+l\ STATE OF j?� TRAIL, CAMDEN. TN 38320
-06r00r �i�'Zopto „vj%�� PH. 941-380-1574
R�
RENSIONS:
ENSED BY:
DATE
2
ADDED GLAZING DETAILS AND FLASHING NO
T.D.D.
02/25/11
3
CORRECTED WINDOW SERIES PER TESTING.
T.D.D.
05/19/11
4
UNIT. x
T.D.D.
O6/01 /it
5
UPDATED FOR MULTIPLE SUBSTRATE TYPES
L.A.T.
9/7/14
6
UPDATED FOR 7TH EDITION 2020 FBC.
LMH
12/06/20
MIN. EDGE DIST., INSTALLATION
SEE TBL 1, SHT 2
FASTENER. o � N
z m' �
SEE TABLE 1,
SHEET 2 w <n
w
1n
SUBSTRATE
BY OTHERS
MIN, EMBED.,
r
SUBSTRATE —
SEE TBL 1,
BY OTHERS
SHT 2
SILICONE CAULK
SILICONE CAIULK
1/4" MAX. SHIM
INSTALLATION
SILICONE CAULK
FASTENER
7/4" MAX. SHIM
SEE TABLE 1,
INTERIOR
SHEET 2
INTERIOR
1 HEAD
1
NN
_
L
W p fn
SILICONE CAULK
x
INTERIOR DON
i31
JAMB
1
mJm
Z ~
1/4" MAX. SHIM HW
SILICONE CAULK
SILICONE CAULK N
SUBSTRATE
BY OTHERS
MIN. EDGE
DIST., SEE
INSTALLATION FASTENER
TBL 1, SHT 2
SEE TABLE 1, SHEET 2
2
SILL
1
lent is the property of Simonton windows, which
roprietary and other rights to Its subject matter.
nt Is provided to the recipient on the expressed
t It Is not to be disclosed, reproduced In whole of
ad In conjunction with the design, manufacture or
goods for anyone other than Simonton windows
consent This restriction does not I'anit the
s rights to utllize information contained in this
which Is properly obtained from another source.
SIMONTON'
�BLVe�IN0366
D6
Dimensional Tolerances
Unless Otherwise Soecified
r N D 0 w s
I Cochrane A--
DRAWN BY:
T.D.D.
DATE:
1 /13/DS
CHECKED BY:
DATE
Peansbaro, NV 26415
Decimals Angles
SCALE: SHEET:
APPR O BY:
DATE
.X 4:.03
FIT i of 2
SERIES:
.XX :h .01 0' 30 min.
.XXX ± .005
07-09 / D7-10 / 07-20 FIXED IMPACT WINDOW
TITLE
ELEVATION, INSTALLATION DETAILS
NOTES:
1. This installation has been evaluated for use in locations adhering to the Texas & Florida Building Codes
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, for use outside the H.V.H.Z.
2. All interior and exterior perimeter surfaces of the window must be caulked.
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 1x wood bucks between product and substrate. Installations
to hollow CMU require the use of 1x bucks between product and substrate.
5. Wood or masonry openings, bucks, and buck fasteners, by others, shall be properly designed and installed to
transfer wind loads to the structure. Substrates shall meet the minimum strength requirements as shown in
Table 1, this sheet. Concrete or masonry substrates shall not be cracked.
6. 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.
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 load -bearing and capable of transferring loads to the substrate.
8. When used in areas requiring impact protection, this product DOES NOT REQUIRE the use of approved
impact resistant shutters or 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.
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 99620 01-501-47-rO, A2066 01-501-47-rO, and
A4999.01-501-47-r1 by Architectural Testing, Inc., and T261-10, by Farabaugh Engineering & Testing, Inc.
TABLE 1: INSTALLATION FASTENERS TABLE
ID
I SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBED
MIN. EDGE DIST.
A
I CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
B
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
10-16 ITW TEKS
SEE NOTE 11
1/2"
STUD 33KSI YIELD MIN.
SELF -DRILLING SCREW
F
1 8 ALUM. 5063-T5 MIN. OR
10 GRADE 5 SELF -TAPPING
SEE NOTE 11
11 2"
1 8" STEEL 36 KSI MIN.
DRILLING SCREW
This document Is the property of Simonton Windows, which
:fairs all proprietary and other rights to Its subject matter.
his document is provided to the recipient an the expressed
,ditlon that It Is not to be disclosed, reproduced In whole of
irt, 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
reaiplent's rights to utilize Information contained In this
document which Is properly obtained from another source.
\\11tAiU// 12/06/2020
EN� Fip /�i�' LUCAS A. TURNER, P.E.
� N FL PE # 58201
TURNER ENGINEERING &
No.58201 *i CONSULTING, INC.
W= (COA # 29779)
2428 OLD NATCHEZ TRACE
STATE OF TRAIL, CAMDEN, TN 38320
rn,11
REVISIONS
2
ADDED GLAZING DETAILS AND FLASHING NO
3
CORRECTED WINDOW SERIES PER TESTING.
4
UNIT.
5
UPDATED FOR MULTIPLE SUBSTRATE TYPES
6
UPDATED FOR 7TH EDITION 2020 FBC.
R.,�nr tY1f�: PH. 941-380-1574
0.500" GLASS
BITE GLAZING COMPOUND (PECORA 896-HIS)
EXTERIOR EPDM GASKET
1/8" ANNEALED
0.090" PVB (SOLUTIA)
Q1/8" ANNEALED
d --AIR SPACE
1/8" TEMPERED
INTERIOR 1" INSULATED TEMPERED/ANNEALED IMPACT
RESISTANT GLASS GLAZING DETAIL (.090" PVB)
37" X 84" PICTURE WINDOW
0.500" GLASS
BITE GLAZING COMPOUND (PECORA 896-HIS)
EXTERIOR EPDM GASKET
1/8" ANNEALED
❑�� t� 0.105" PVB (SOLUTIA)
\ 1/8" ANNEALED
`AIR SPACE
1/8" TEMPERED
1SED BY: DATE:
T.D.D. 1 02/25/11
INTERIOR 1" INSULATED TEMPERED/ANNEALED IMPACT
RESISTANT GLASS GLAZING DETAIL (0.105" PVB),
74" X 63" PICTURE WINDOW
SIMONTON'
Dimensional Tolerances
Unless Otherwise SoeelIVA
w' 1 N D o w S
I Cochrane Avcnuc
Pennsbom, W V 26415
Decimals Angles
SCALE SHEET:
.X d:.03
FIT 2 of 2
XX d:.01 0' 30 min.
SERIES:
.XXX d:.005
07-09 / 07-10 / 07-20
NOTES do GLAZING DETAILS
9/7/14
MODEL DESIGNATION: Simonton Impact Resistant Fixed Series 42-19 Vinyl Window
MAXIMUM OVERALL NOMINAL SIZE: Single up to 80" x 48"
DESIGN PRESSURE RATING: Positive: 50.0 PSF
Negative: 50.0 PSF
USABLE CONFIGURATIONS: 0
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".
Lucas Turner
zOZI).1Z.O$
11:48:30
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�� STATE DF R
LUCAS/A /TURNER,OP.E.`N��
FL A. U 582011
TURNER ENGINEERING &
INC.
(GOA y 29779)
2425 OLD NATCHEZ TRACE
TRAIL, CAMDEN, TN 38320
PH. 941-380-1574
REV.
IP
REVISIONS:
REVISED BY:
DATE;
UPDATED FOR MULTIPLE SUBSTRATE TYPES
I.A.T.
9/7/14
2
UPDATED FOR 7TH EDITION 2020 FBC
LMH
12/08/20
INSTALLATION v~i
FASTENER. z_
MIN. EMBED., __�_I � / 5sMTARYE 1 w
w
S BY OTHERS w w
SILICONE CAULK
1/4" MAX. SHIM
INTERIOR
HEAD
w
1 /4" MAX.
INTERIOR w t i
SHIM
Z�w
SILICONE
SILICONE
CAULK
CAULK
MIN. EMBED., II
SUBSTRATE BY OTHERS
T
SEE iBL 1 I
INSTALLATION
FASTENER
SEE TABLE 1
SILL
DISCISURF STATEMENT
This document Is the property of Simonton Windows, which
TABLE 1: FIN INSTALLATION FASTENERS TABLE
retains all proprietary and other rights to Its subject matter.
This document Is provided to the recipient on the expressed
condition that It Is not to be disclosed, reproduced In whole of
MIN. MIN. EDGE
ID I SUBSTRATE TYPE
ANCHOR TYPE
EMBED.
DISTANCE
port, nor used In conjunction with the design, manufacture or
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
ANCHOR THROUGH FIN:repair
A 2X MIN. SOUTHERN PINE WOOD #6 WOOD SCREW 1" 3/8"
G=0.55
document which Is properly obtained from another source.
FILE: FL 228
INTERCEPT STEEL SPACER SYSTEM
WITH SINGLE BUM SEAL
1/8" TEMPERED
AIR SPACE
1 ANNEALED
0.090" SOLUTIA PVB
0 1/8' ANNEALED
0.5Do" PECORA 896—HIS
GLASS BITE GLAZING COMPOUND
7/8" INSULATED TEMPERED ANNEALED IMPACT GLASS
WITH 0.090" PVB INTERLAYER
SUBSTRATE
MIN. EDGE
DIST., SEE
BY OTHERS
TBL 1,
'TALLATIONkS1'/UCONE
CAULK
FASTENER14"
MAX. SHIM
TABLE 1,
SHEET 2
TER
o
Z_ Wm W J
�:S
AULK
JAMB
SIMONTON"
9-1 1N0551-
Dimensional Tolerances
�,, r u o o w s
DRAWN BY:
DATE
Unless Otherwise Specified
l Cncbnane Avcnue
CHECKED BY:
DATE
Pennsbnro, WV 26416
Decimals Angles
SCALE SHEET:
APPR D BY:
DATE
.X d:.03
FIT 1 of 2
XX t .01 0' 30 min.
SERIES:
.xxx d:.005
42-19 IMPACT RESISTANT
FIXED WINDOW SINGLE
TITLE:
2X BUCK INSTALLATION DETAILS, GLAZING DETAIL!
MIN. EDGE DIST.,
N
INSTALLATION
FASTENER. Z m
SUBSTRATE
MIN. EMBED.,
SEE TBL 2
SEE TBL 2
SEE TABLE 2
BY OTHERS
SILICONE CAULK
SUBSTRATE
INSTALLATION
1/4" MAX. SHIM
BY OTHERS
'• ' '•'
FASTENER
SEE TABLE 2
SILICONE CAULK
N
SILICONE CAULK
o o
1/4" MAX. SHIM
�_•�•
EXTERIOR
SILICONE CAULK
1 HEAD
JAMB
t\\15A. TU �//
12/08/2020
��Fq/
LUCAS A. TURNER, P.E.
FL PE # 58201
No 58201�try
NO.58201
TURNER ENGINEERING &
CONSULTING, INC.
*Z W�
(COA.# 29779)
2428 OLD NATCHEZ TRACE
STATE OF r��
TRAIL, CAMDEN, TN 38320
PH. 941-380-1574
EXTERIOR
SILICONE CAULK
SUBSTRATE
BY OTHERS
REVISIONS: hVISED BY -.I DATE
UPDATED FOR MULTIPLE SUBSTRATE TYPES I.A.T. 9/7/14
UPDATED FOR 7TH EDITION 202D FBC LMH 12/08/20
1/4" MAX. SHIM
SILICONE CAULK
MIN. EDGE I O N
DINT, SEE JIB INSTALLATION m
TBL 2 FASTENER,
SEE TABLE 2 w
SILL Z
E
6" MAX. FROM
1 9" D.C.
NOTES:
CORNER, TYP.
' MAX (TYP)
I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE TEXAS & FLORIDA BUILDING CODES 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, FOR USE OUTSIDE THE H.V.H.Z.
2. ALL INTERIOR PERIMETER SURFACES AND EXTERIOR FINS OF THE WINDOW MUST BE CAULKED.
a
V 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. FIN INSTALLATIONS TO CONCRETE/MASONRY OPENINGS REQUIRE THE USE
w a OF 2X WOOD BUCKS BETWEEN PRODUCT AND SUBSTRATE, WITH PRODUCT INSTALLATION TO ZX BUCK AS INDICATED ON SHEET I. FOR FLANGE INSTALLATIONS
TO CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE, SEE SHEET 2. FLANGE INSTALLATIONS TO SOLID
~
2
CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN PRODUCT AND SUBSTRATE. FLANGE INSTALLATIONS TO
re
HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN PRODUCT AND SUBSTRATE.
W
=
5. WOOD OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED TO TRANSFER WIND LOADS TO THE
w
STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE I, THIS SHEET, AND TABLE 2, SHEET 2.
6. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY
LL
REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDING OWNER, OR CONTRACTOR.
II 011
7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1116' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING
¢
AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE.
0
8. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION CONFORMING TO MISSILE LEVEL C, WIND ZONE 2, THIS PRODUCT DOES NOT REQUIRE THE USE OF
APPROVED IMPACT RESISTANT SHUTTERS OR 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
O
BEING INSTALLED. OVERALL WATER PENETRATION RESISTANCE OF THE INSTALLED PRODUCT IS THE RESPONSIBILITY OF OTHERS.
10. GLAZING SHALL COMPLY WITH ASTM E 1300.
Z11. 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.
2
in U 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 B7590.01-501-47-RI AND C9032.01-501-47-RO, BY ARCHITECTURAL TESTING, INC., AND
a
T255-10, BY FARABAUGH ENGINEERING 0 TESTING, INC.
80" MAX. OVERALL FRAME WIDTH
16. DESIGNATION 'X' IS FOR OPERABLE PANEL AND '0' IS FOR FIXED PANEL.
ID
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBED
MIN. EDGE DIST.
A
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
11.
B
HOLLOW OR GROUT —FILLED
CMU ASTM C90
3/16" ELCO ULTRACON
1-1/4"
2 1/2"
DI Oe RS�L II F STATEMENT
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
:onditlon that It Is not to be disclosed, reproduced In whole o
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.
Dimensional Tolerances
Unless Otherwise SoeeiRed
SIMONTON'
' I N 0 0 w S
I Cochrane Avenue
P—born, WV 264IS
Dacimols Angles
SCALE: SHEET:
X d:.03
FIT 2 of 2
SERIES:
42-19 IMPACT RESISTANT
XX d:.01 0' 3D min.
.XXX t .0D5
NOTES