HomeMy WebLinkAboutProduct Approval Document Title: Doc No: FRIVI Bl-43
Impact Performance Rev No: 4 P�89e: 1 Of
��YSTO Certification
gCo=RTIFICATION9•fNG.
Authorization Report
Required By: PRO B1-03
CAR &Product ID Number_ 464 - 248
Issue Date: 8/20/2015
Revision Date: 4/2/2019
Expiration Date: 8/6/2022
Company Code: 464
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCl) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard.Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products,that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified atwww.keystonecerts.com.
Licensee Information: Product Information:
Viwinco, Inc. Model: Oceanview Impact Single Hung
851 Hemlock Rd, Morgantown Business Par Operator Type: H
Morgantown, PA 19543-0499 Config: EM/AII, GS-5/16"Ann Lami IG
USA Max Width: 52
Max Height 80
Corresponding Structural CARs: 464714.0
Referenced Standard: Product Rating:
ASTM E1886-13/E1996-14 Missile Level D, Wind Zone 3, DP=+/-50, 52x80
Qualifying Test Information:
Test Report No: ATI-E8004.02-109-47
Test Report Expiration:18/6/2022
Authorized Signature: Keystone Certifications, Inc.
on Dennis Fassnacht Jr. 145 Limekiln Rd., Suite 1006
2019.04.0214:33:56 New Cumberland, Pennsylvania 17070
1M Phone: 717-932-8500
-04'00' Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
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Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail
FL# FL15576-R8
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer. Viwinco Inca
Address/Phone/Email P.O. Box 499
Morgantown,PA 19543
(610)286-8884
Sbames@Viwinco.com
Authorized Signature Barnes Skyler
Sbames@Viwinco.com ���``���jppp/p� T
Technical Representative Scott Kevgas °� e�N
�OPy
Address/Phone/Email PO Box 499
Morgantown,PA 19543
(610)286-8884 Ext 1222 c%�V ��
skevgas@viwinco.com t7OI
Quality Assurance Representative Jonathan Colletti V
Address/Phone/Email P.O. Box 499
Morgantown,PA 19543
(610)286-8105
jcolletti@viwinco.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1886 2005
ASTM E1886 2013
ASTM E1996 2014
ASTM E1996 2005
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15576 RS EDuiv 513624-EO.odf
https://vvww.floridabuilding.6rg/pr/pr app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQtl... 7/7/2020
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 09/23/2019
Date Validated 09/30/2019
Date Pending FBC Approval
Date Approved 10/08/2019
Summary of Products
FL# Model,Number or Name Description
15576.1 Oceanview Impact Single Hung Oceanview Impact Single Hung-48"x 72"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15576 R8 C CAC 464-124.odf
Approved for use outside HVHZ:Yes FLIS576 R8 C CAC 464-206.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 12/05/2020
Other:FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions
DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). FL15576 R8 II 08-01481B.odf
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15576 R8 AE 512105B.odf
Created by Independent Third Party:Yes
15576.2 Oceanview Impact Single Hung Oceanview Impact Single Hung-36"x 72"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLIS576 R8 C CAC 464-156.odf
Approved for use outside HVHZ:Yes FL15576 R8 C CAC 464-215.odf
Impact Resistant:Yes FL15576 R8 C CAC Viwinco Impact-Structural.odf
Design Pressure: +50/-50 Quality Assurance Contract Expiration Date
Other:FRAME MATERIAL TO BE RIGID PVC AAMA 12/05/2020
DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). Installation Instructions
FL15576 R8 II 08-01482B.Pdf
Verified By: Luis R.Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15576 R8 AE 512106B.odf
Created by Independent Third Party:Yes
15576.3 Oceanview Impact Single Hung Oceanview Impact Single Hung-36"x 72"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15576 R8 C CAC 464-218.odf
Approved for use outside HVHZ:Yes FL15576 R8 C CAC 464-407.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+70/-70 08/15/2021
Other:FRAME MATERIAL TO BE RIGID PVC AAMA Installation Instructions
DECEUNINCK NORTH AMERICA CERTIFIED(DEP-1). FL15576 R8 II 08-01483B.odf
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15576 R8 AE 512107B.odf
Created by Independent Third Party:Yes
15576.4 OceanView Impact Single Hung OceanView Impact Single Hung-52"x 80"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15576 R8 C CAC 464-248.odf
Approved for use outside HVHZ:Yes FL15576 R8 C CAC 464-714.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 08/06/2022
Other: Installation Instructions
FL15576 R8 II 08-02829A.odf
Verified By: L.Roberto Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15576 R8 AE 513624A.odf
FL15576 R8 AE 513624-EO.odf
Created by Independent Third Party:Yes
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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
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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:
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Credit Gard n
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Code Version 2017 FL# 15576.4
Application Type ALL Product Manufacturer ALL
t Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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FL15576-R8 Revision VWnco Inc. Keystone Certifications,Inc. Approved
History FL#:FL15576.4 (717) 932-8500
k Model:OceanView Impact Single Hung
Description:OceanView Impact Single Hung-52"x 80"
Category:Windows
Subcategory:Single Hung
"Approved by DBPR.Approvals by DBPR shall be reviewed and ratdied by the POC and/or the Commission if necessary.
' Contact us::26o1 Blair Stone Road.Tallahassee FL 32399 Phorre:850�i87-1824
The State of Florida is an AA/EEO employer.Caovriaht 2007-2013 State of Florida.::Privacy Statement: Accessibility Statement::Refund Statement
q�,.,di Under Honda law,email addresses are public reconps.If you do not want your e-mail address reined in response to a public-recartls request do not send electronic
a - 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 Sta^oes,eKective October 1,2012,Licensees licensed under Chapter 455,FS.must provide the Department with an email address if they have
one.The emait provided may be used for official communication with the licensee.However ernai ackh-are public record.If you do notvnsh to supply a
personal address,please provide the Departrnentwith an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,FS.,please click Frere.
Product Approval Accepts:
'? ® ® Meek MR
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Page 1 of 1
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford,Rd
Lewisville,NC 27023 Report No.: 513624A
434688-0609
ruomas@jrlomespe.com
Manufacturer: Viwinco,Inc.
Morgantown Business Park
P.O.Box 499
Morgantown,PA 19543
Product Line: Oceanview Impact Single Hung Window—52'x 80°
Comprance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a).The product fisted
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02829 Revision A,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: ATI-E8004.01-109-47 signed by Timothy J.Mc011
Architectural Testing Inc.,York,PA
AAMAIWDMA/CSA 101/I.S.2/A440-05
Design pressure: ±50.13psf
Water penetration resistance 8"36psf
3. Report No.:ATI-E8004.02-109-47 signed by Timothy J.McGill
Architectural Testing Inc-,York,PA
ASTM El 886-13 and ASTM El 996-14
ASTM E18861 E1996 Large Missile Impact,Level D,Wind Zone 3
ASTM E18861 E1996 Cyclic Load Test,±50.0psf design pressure
4. Anchor calculations, report number 513624-1A,prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±50.Opsf
• Maximum unit size: 52'x 80"
• Units must be glazed per ASTM E1300-04,see installation instructions for glass details.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind bome debris regions, up to wind
zone 3.
• Frame material to be rigid PVC.
Installation. Units must be installed in accordance with manufacturer's installation instructions and approval
document,08-02829 Revision A
Certification ofindependence: Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which this report is being issued.Also,I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
N 5 R' d viz
015=6
• TATE OF
VIA-
aNAL
tttlt
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
03/28/2017
rravmD►�
REV DESGtlP110N DALE APPROVED
A ROASM ANCHORS 03/211/17 JR.L
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" IIW TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL DETAILS.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED A. WOOD; MINIMUM SPECIFIC GRAVITY OF G-0.42
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'mm2,000PS1 MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048') FY-33KSI/FU-52KSI OR
PROVIDED. ALUMINUM 6083—T5 FU-30KSI .0480 THICK MINIMUM,
S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/18" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL' EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED.,03112M17
pI OINBOX 408CID , 0��\N SLR I,C0;1f����i
MORGANTOWN, PA 19543 ��v•v�C�NSF•gd+���
OCEANVIEW IMPACT SINGLE HUNG WINDOW *, Dy8�6
52' X SD" —� TATL5
NOTES AT ;ty
TABLE OF CONTENTS DRANI No KM RfV �' •:��ORIOP• !:
SHEET NO, DESCRIPTION V.L. 08-0�2820 A NAj,���G���
1 NOTES A NTS wre 10/12/15 T1 OF S
2 ELEVATIONS L.ROSEMOLOMASRE. Luls R. Lomas P.E.
14vW0ODF0RORDWWVlUAN09= FL No.. 62514
3 — 5 INSTALLATION DETAILS 434 M
52' MAX FRAME WIDTH 52" MAX FRAME WIDTH aw 0=p" MR OPWM
" 12 J A REVISED ANCHORS 03/28/17 R.L
�r MAX, D.C. 8 MAX. 1' MAX MAX O.C. I 1r MAX
FF --7— 88° MAX. 1'MAX
120 16/18
/ MAX O.C. 1/8' ANN.
D.C. d
MAX / O —.090' PVB BY KURARAY
80" 1/8' TEMP. 1/8" ANN.
—T DESICCANT FILLED
MAX. so" STAINLESS STEEL SPACER(SU—D)
HEIGHT MAX E EXTERIOR INTERIOR
HEIGHT 1/2" SITE
STRUCTURAL SEALANT
SETTING BLOCK DOW INSTAGLAZE
/ / QLAZINO DETAIL
X X
8' MAX.
OCEOVIEW SINGLE HUNG WINDOW —� OCEANVIEW SINGLE HUNG WINDOW 1" MAX
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INBTALLAT M
NOTES:
1. MAX BASH SAM 471/4'X39'
2. MAX D.L.O.SIZE:43914'X35112*
3. (2)1ffl*X1'WEEPSL0T8ATSCREENTRACK,2"FROMEACHEND,
DESIGN PREBBURERATING IMPACT RATING 4. (2PER SASH 3HB96M'WEEPHOLE8AT BOTTOM RAIL,91x1'
LARGEAND SMALL FROM EACH END DRAINING THE GLAZING POCKET: SIONED.0&2WO17
150.OPSF MISSILEIMPACT
VIWINCO INC. 'LO
MISSILELEVEL D,WIND21ONE3 P.O. BOX 409 N�/i
MOROANTOWN, PA 19543 `�v''\G@NS�,9d+/��
[70C�EANVIEW IMPACT SINGLE HUNG WINDOW tk,/�0�,�2 61�1'
52" X 80" �.�rStk2(�jla7rGo7�C
ELEVATIONS STAT9EE OF �'
HARDWARE SCHEDULE y ••p : �
(2)METAL SWEEP LOCKW ADJACENT KEEPERS AT INTERIOR MEETING RAIL,12"FROM EACH END V.L.EDwo 00-02829 A
B. (2)VINYL TILT LATCH AT EACH END OF INTERIOR MEETING RAIL SME NT$ are 10/12/15T 2 OF 5 I�NAL111���\\
C, (2)METAL PIVOT BARS AT EACH END OF BOTTOM RAIL
D. (2)NIGHT LATCH AT FIXED SASH STILES,WABOVE MEETING RAJL L RCER70LOMASP,E. Lula R. Lomas P.E.
E. (2)CONSTANT FORCE BALANCE ONE IN EACH JAMB 1�P Vl FL No.: 62514
_ 1/2' MIN.
EDGE DISTANCE 3/4" MIN Dae AaPRo�a
WOOD FRAMING METAL. EDGE DISTANCE A REVISED ANCHORS 03/20/17 1 R.I.
OR 2X BUCK STRUCTURE "
BY OTHERS 1 1/4' MIN. BY OTHERS �_ �"SHIM SPACE INTERIOR
EMBEDMENT
J L 3/4" MIN.
EDGE DISTANCE
SPROVEDEALANT 1/4" MAX. APPROVED 1/4 " MAX. -- °
SHIM SPACE SHIM SPACE
#10 SMS OR
110 WOOD Q SELF DRILLING SCREWS q
SCREW METAL
#10 SMS OR BBYY UCTIJRE OTHERS
SELF DRILLING
SCREW APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL BTRUCTUREINSTAUATMAI
EXTERIOR INTERIOR EXTERIOR INTERIOR EMBEDMENT �`SHIM"SPACE
.L- I INTERIOR
1/2" MIN.
EDGE DISTANCE a
o'
SILL TO BE SET SILL TO BE SET #10 WOOD p
ON A BED OF ON A BED OF SCREW
APPROVED SEALANT APPROVED SEALANT
WOOD FRAMING
OR 2X BUCK
1/4- MAX
Ul
BY OTHERS SHIM SPACE
SPAPPROVED APPROVED EXTERIOR
ANT � �
1/4O
MAX. JAMB INSTALLATION DETAIL
WOOD FRAMING �,[SHIM SPACE WOODFRAMINQOR&SUCK1NSTAUATION
OR BY OTHERS OTHERS SIGNED:01/28/2017
CTURE
BY OTHERS VIWINCO INC. \`���1LII!!r/��,�,
P.O. BOX 498
MOROANTOWN, PA 18543 ��v•v�C E NSF•4+
VERTICAL CROSS SECTION OCEANVIEW IMPACT SINGLE HUNG WINDOW w*;4T
• 0y�j�6 •*'
VERTICAL CROSS SECTION METAL BTRUCTUAE IN8TALLA7101V 52" X BO" =.p+flNb(> lcHc07 =
WoDDFRAMWGOR2xBUCKIN8TALLA7*V FRAME INSTALLATION DETAILS 70'• STA EE OF
PROM; Arlo Na, imv ��' •:;:000D •������
1. WIN ZRl O ANFOEMR�FINI8HE8,BYOTHERB s �� O13-02828 A ��iiss�pNAt1E��`��
A PERIMETERANDJOINTSEALANTBYOTHERSTOBE NTS 10 12/15 3 OF 3
DESIGNED INACCORDANCE WMASM E2112 LrOOERTOLOAM RF. Lute R. Loma! P.E.
1 a w FL No.: 62514
2 1/2" MIN. moors
� � �� a� AMMO+AMMOEDGE DISTANCE
CONCRETE//MASONRY , • • '• A REVISED ANCHORS 03/28/17 R.L
BY OTHERS v
w e s " % 1 1/4" MIN.
OPTIONAL 1X BUCK • • " .• ,•, " d' 'd �' EMBEDMENT 1 1 4" MIN.
TO BE PSECURED" "—,' EMBEDMENT
SEE NOTE 3 SHEET 1
_ CONCRETE/MASONRY
BY OTHERS P
APPROVED 1/4" MAX. OPTIONAL 1X BUCK ''4 "
SEALANTSHIMSPACE TO BE PROPERLY .t SHIM SPACE
SECURED •.
SEE NOTE 3 SHEET 1 " '•
1/4" TAPCON p 1/4" TAPCON
INTERIOR
0
2 12" '' •'
EXTERIOR INTERIOR MI
DISTANCE
CE 0 r•
APPROVED EXTERIOR
SEALANT ^-
JAMB INSTALLATION DETAIL
CONCRE7EA4lA80NRYINSTALIA N
SILL TO BE SET
ON A BED OF NOTES;
APPROVED SEALANT 1. INTERIORAND EXTERIOR FINISHES,BYOTHERA
APPROVED NOT SHOWN FOR CLARITY.
SEALANT 2. PERIMETERANDJMNTSFALANTBYOTHERBTOBE
DESIGNED/N ACCORDANCE WRH A87M F2112
OPTIONAL 1X BUCK 1/4" MAX, SIONED.,OM P2017
TO BE PROPERLY r SHIM SPACE VIWINCO INC. X11111111/!
� �!i
SECURED P.O. BOX 488 �����5 R. Lo z
SEE NOTE 3 SHEEP 1 � MORGANTOWN, PA 18543 ��v�•�,�CrBNS�.•9i1+��'i
CONCRETE/MASONRY TMS +' d ., ,� •� [70CE�ANVIEW IMPACTy SINGLE HUNG WINDOW *; 0 6
a �o - f
FRAME INSTALLATION DETAILS %�. TA OF
�. A' i0•
'• '`! • ckAwn: Duro ra REv �i'�•:°LpR10P•
" ' e V.L. 00-02829 A ��Zii%,�jCIVAL E�����
M"NTS JQATE 10/12/15 JR—4 4 OF 5 �l111f II I111�V
VERTICAL CROSS SECTION L,ROPERTO LOW A FE !Lino R. Lomas P.E.
CONCRETFANASONRYINSTALLA7ION RVI FL No.: 62514
r
OOM
Iav osadvnon oA,E AavRo w
APPROVED SEALANT 1 1/4" MIN. A REVISED ANCHORS 03/20/17 R.L
BEHIND FIN EMBEDMENT
WOOD
06
WOOD tNO
SCREW BY OTHERS
1/4'
MAX.
<1�T SHIM SPACE
3/8' MIN r—^
EDGE DISTANCE
WOOD FRAMING 1 4' MAX
BY OTHERS SHIM SPACE
1fBSCCRREW INTERIOR
MIN. 6n�
EMBEDMENT UILILOL
EXTERIOR INTERIOR 1!-
APPROVED SEALANT
BEHIND FIN
a3/8" MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WORD FRAMING OR2X BUCKINSTALl.AT4N
NOTES:
1. IN)ERIORAND EXTERIOR FINISHES,BYOTHERS,
NOT SHOWN FOR CLARITY.
1/4" MAX A PERIMETERANDJOINTSIl4ANTBYOTHER9TOBE
M
SHIM SPACE DESIGNED INACCORDANCEWMiAS ER 112 SIGNED.OS/28/2017
--�- VIWINCO INC. `\NVIIIIII`y//
O
3/8" MIN �� MOROANTOWN,IPA0019543 ;vJ\v\CEN3 �cf+�%
EDGE DISTANCE
WOOD
8 WOOD FRAMING OCEANVIEW IMPACT SINGLE HUNG WINDOW _�*• 0y8�6 +t
1 1/4" MIN. BY OTHERS 52" X 80" � E •���
SCREW FRAME INSTALLATION DETAILS syo• TA a OF • ''
EMBEDMENT i�
_ 1mv '2►•:cLORIC?•
APPROVED SEALANT 08-02829 A ��4s`�IONAL E�G��1
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR2XBUCKINSTALLA7TON M NTS —Nm 10/12/16 V-5 OF 5 11111111I%IY%
I.ROMMLOWS RE Luls R. Loma@ P.E.
muKOOMOROLEMIAILIAN02M FL No.: 62514
L. Roberto Lomas P.E. 513624- EQ
233 W.Main St
Danville,VA 24541
434688-0609
rllomas@lrlomaspe.com.
December 11,2015
To whom it may concern
Manufacturer: ViWinco
P.O.Box 499
Morgantown,PA 19543
Product Line: Oceanview Impact Single Hung 52"x80"
Letter of Equivalency of Standards
This is to verify that the above mentioned product was tested according to ASTM E1886-
13 and ASTM E1996-14. I have reviewed the standards used for testing against the
currently accepted standards ASTM E1886-05 and ASTM E1996-05. Based on my
reviewing of these standards I found that ASTM E1886-13 and ASTM E1996-14
standards are equivalent to the currently accepted standards.
Therefore,this product meets the testing requirements for ASTM E1886-05 and ASTM
E1996-05.
Please note that I don't have nor will acquire a financial interest in any company
manufacturing or distributing the product(s)for which the reports are being issued.
Also,I don't have nor will acquire a financial interest in any other entity involved in the
approval process of the listed product(s).
Please feel free to contact me if you have any questions.
Sincerely
•��c EN
*+ �51 •
TAT OF
ONAL ���\�
Illilll
Luis R. Lomas P.E.
Florida No. 62514
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford,Rd
Lewisvi&e NC 27023 Report No.: 5136M
434-688-0609
r11omas r�i rlomaspe.com
Manufacturer: Viwinco,Inc.
Morgantown Business Park
P.O.Box 499
Morgantown,PA 19543
Product Line: Oceanview Impact Single Hung Window—52"x 80'
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a).The product fisted
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document drawing number 08-02829 Revision A,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: ATI-E8004.01-109-47 signed by Timothy J.McGill
Architectural Testing Inc.,York,PA
AAMANVDMA(CSA 1011I.S.2/A440-05
Design pressure: ±50.13psf
Water penetration resistance 8.36psf
3. Report No.:ATI-E8004.02-109-47 signed by Timothy J.McGill
Architectural Testing Inc., York,PA
ASTM E1886-13 and ASTM EI-QW14
ASTM E18861 E1996 Large Missile Impact,Level D,Wind Zone 3
ASTM E18M E1996 Cyclic Load Test,±50.0psf design pressure
4. Anchor calculations, report number 513624-1A,prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use.
• Maximum design pressure: ±50.Opsf
• Maximum unit size: 52'x 80°
• Units must be glazed per ASTM E1300-04,see installation instructions for glass details.
• This product is not rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind bome debris regions,up to wind
zone 3.
• Frame material to be rigid PVC.
Installation: Units must be installed in accordance with manufacturer's installation instructions and approval
document,08-02829 Revision A
Certification oftndependence: Please note that 1 don't have nor will acquire a financial interest in any company
manufacturing or distributing the products)for which this report is being issued.Also,I don't have nor will acquire a
financial interest in any other entity involved in the approval process of the listed product(s).
NN
E JV
• 0 5t
• TATE OF ito
%�'��s:c�rORtOP
0NAL
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
03/28)2017
REvma�s
REV pF3atlPipN wn APPROVED
A REVISE])ANCHORS 03/20/17 R.L
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE /10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4' ITW TAPCONS WITH
TRANSFER AIL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILUNO SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS 19 1-1/2' OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
F
FBE AANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
8, WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
B. WO
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF O GRASSY OF G-
B. CONCRETE.
THE ARCHITECT OR ENGINEER OF RECORD. RETE MINIMUM SPEC MINIMUM COMPRESSIVE STRENGTH TH Of 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK
PER ASTM C90 WITH f'm-2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 180A (.0487 FY-33KSI/FU-62KSI OR
PROVIDED. ALUMINUM 8083—T5 FU-30KSI .048' THICK MINIMUM.
8, FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/18' OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11, FRAME MATERIAL EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS UP TO WIND ZONE 3.
14.FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:03/28/2017
VNINCO INC. \0%%1111111,,,
P.O. BOX 409 `�����5 1t ..41'4
MORGANTOWN, PA 19543 ��v.•��CENSF•�d+
OCEANVIEW IMPACT SINGLE HUNG WINDOW *• TR
B
sz' x �+
NOTESS TA OF
TABLE OF CONTENTS DPA'Rr Opp�p p� i' •.'�LORiOA•G� ��
SHEET NO. DESCRIPTION V.L.� 06022629 A �i7SS7pNAIA
1 NOTES NTS �� 10/12/15 1 SIMT 1 OF 5
2 ELEVATIONS 14WWt7WMR RDL6 ROMM LOAM VU&N0VW Lub R. Lomas P.E.
3 — 5 INSTALLATION DETAILS 434404M laxnwokbMwow" FL No.: 62614
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH REV ° on APPROVED
' 12 A REVISED ANCHORS 03/20/17 R.L
�r
MAX, 0.C. 8� 1' MAX MAX O.C. 1" MAX
8�" .MAX.
-- "
12' 15/18
® 12" MAX / o MAX O.C. 1/8" ANN.
/ O.C. / --L 080' PVB BY KURARAY
1/8' TEMP. 1/8" ANN. DESICCANT FILLED
STAINLESS STEEL SPACER(SU-D)
MAX. 80"
FRAME MAX EXTERIOR INTERIOR
HEIGHT FRAME 1/2" BRE
HEIGHT
STRUCTURAL SEALANT
SETTING BLOCK DOW INSTAGLAZE
Aa GLAZING DETAIL
X X
8" MAX.
OCEANVIEW SINGLE HUNG WINDOW —� OCEANVIEW SINGLE HUNG WINDOW 1*
MAX
EXTERIOR VIEW FXIERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
NOTES.,
1. MAK 8ASH81ZE.,471/4'X38"
B. MAXD.L.O.81Z2r4334'X351/2'
3. (2)lA Wf'WEEPSLOT8AT SCREENTRAC14 2"FROMEACH END.
li DESIGN PRESSURE RATING IMPACT RA77NO 4. (2PER80N)3rlC%1 rWEEPHOLEBAT BOTTOM RAIL,91/2'
LARGEAND SMALL FROM FICH END DRAINING THE GLAZING POCKET. SIGNED:Ov1/N017
t50.OPSF MISSILE IMPACT
CO INC
MISSILE LEVEL D,MAID ZONES PI OINBOX 409
. \�`�J�6`A�LL10Y9,�'
RGADwNoTOWN, PA 18543 �•*o.�ti�' 1-RN10q
[:OCEA7NEW 52" X ACT SINGLE HUNG WINDOW
ELEVATIONS RAPOFelft-M-
0HARDWARE SCHEDULE
+
c
\;
(2)METAL SWEEP LOCKVNTH ADJACENT KEEPERS AT INTERIOR MEETING RAIL,12"FROM EACH END V.L. 08-02820 A /ss
DRAWNt
B. (2)VINYL TILT LATCH AT EACH END OF INTERIOR MEETING RAIL sDUE NTS an 10 12/15 ��2 OF 6 //����ONA�►����\\
C. (2)METAL PIVOT BARS AT EACH END OF BOTTOM RAIL
D. (2)NIGHT LATCH AT FI)ED SASH STILES,3"ABOVE MEETING RAIL 6 RODE=Le"P.E LUIe R. Lomas P.E.
E. (2)CONSTANT FORCE BALANCE ONE IN EACH JAMB 1Dy �� FL NO., 62514
1/2- MIN. r�vmoHs
Amwm
EDGE DISTANCE 3/4" MINP1aN onWOOD FRAMING METAL EDGE DISTANCE A REMSED ANCHORS 03/20/17 R.L
OR 2X BUCK 11 STRUCTURE 1/4" MAX.
BY OTHERS 1 1/4" MIN. BY OTHERS �"SHIM SPACE INTERIOR
EMBEDMENT f
3/4 MIN,
EDGE DISTANCE
SEALANT 1/4" MAX. APPROVED 1/4" MAX. �— o
SHIM SPACE SHIM SPACE
#10 SMS OR
SELF DRILLING SCREWS
#10 WOOD
SCREW METAL
010 SMS OR BY
STRUCTURE
SELF DRILLING
SCREW APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE IAWALL 770M
EXTERIOR INTERIOR EXTERIOR INTERIOR EMBEDMENT S40 MIN. HIMS S ACE
a ,L_ INTERIOR
1/2' MIN.
EDGE DISTANCE _
0
SILL TO BE SET SILL TO BE SET #10 WOOD o
ON A BED OF ON A BED OF SCREW
APPROVED SEALANT APPROVED SEALANT
WOOD FRAMING
OR 2X BUCK 1
1/4' MAX. BY OTHERS \`
SHIM SPACE APPROVED EXTERIOR
APPROVED APPROVED
SEALANT SEALANT
1/4MAX. JAMB INSTALLATION
WOOD FRAMING ,!�SHIM SPACE WOOD FRAMING ORPXBUCKINSTALLATION
O BY OTHERS 7 METAL SIGNED,0&2&9017
STRUCTURE
BY OTHERS VNINCO INC. -%\� �R��irp��i,�
41
MOROANTOWN,I PA19543 �\vy�y�GENS�'?s��
VERTICAL CROSS SEOTION CCEANVIEW IMPACT SINGLE HUNG WINDOW
VERT/CAL CROSS SECTION METAL STRUCTURE rNSTALLATION 52" X Bo" m 8HA0P06'!-'&,=
WOOD FRAMINGORBXBUCKINBTALLAT/0N FRAME INSTALLATION DETAILS A0`•�
NOTES., WA" owo No 00-02S2o A �� OR1D��G``���
1. NOT SHOWN FORLA NISHES,BYOTFIERS, NTS I a'm 10/12/15 ISHM3 OF 4 �iijlONAI„`���
R PERIMETERAND JOINT SEALANT BYOTHERS TO BE
LROBERTO LORAOpE, L41L R. Lamm P.E.
DESIGNED INACCORDANCE WITHASTME2112
14taaHroaalaoRaaoLswlsva�.�Ncrroa� FL No.: 92514
�w-eeo-oeoo ,aomt"�iromnaaaom
2 1/2" MIN. X00
EDGE DISTANCE RLV OMPM WE APPROVED
FCONORErE/MASONRY . A ReASED ANCHORS 03/20/17 R.L
OTHERS1 1/4" MIN.
1X BUCK ` • • " ,• r yd' • a EMBEDMENT
TO BE PROPERLY ' •: < 1 1 4" MIN.
SECURED f' EMBEDMENT
SEE NOTE 3 SHEET 1 + CONCRETE/MASONRY
BY OTHERS •, .
APSEALANT PROVED BY
MAX, OPTIONAL 1X BUCK ' '�•.p SHIM"SPACE
SHIM SPACE TO BE PROPERLY
SECURED
1/4" TAPCON SEE NOTE 3 SHEET 1 • •
1/4" TAPCON r
•' ' ' INTERIOR
0
2 1/2' " •'
N •
EXTERIOR INTERIOR E TGE
DISTANCE
APPRAN�T D EXTERIOR
SEAL
JAMB INSTALLATION DETAIL
CONCRETEJMABONRY INSTALLATION
SILL TO BE SET
ON A BED OF NOTES,
APPROVED APPROVED SEALANT 1. INTZRIORANDEMRIORFINIBNEII,BYOTHERA
SEALANT. NOT SHOWN FOR CLARITY,
P. PERIMETERANDJOlMrSEALANTBYOTHERBTDBE
DE81ONED IN ACCORDANCE WMASTM E2119
OPTIONAL 1X BUCK 1/4" MAX, SIGNED.0"&2017
TO BE PROPERLY SHIM SPACE
SECURED VNINCID INC
SEE NOTE 3 SHEET 1 MOROANOTOWNXPABB18543
CONCRETE/MASONRY 4, : vOP
BY OTHERS ' . ! ;, y •�, ' • OCEANVIEW IMPACT SINGLE HUNG WINDOW *,•/ 0 6
,t ,,! FRAME INSTALLATION DETAILS
ON N06 w �� •.'a•1OR10
P.
NTS ogre 10/12/15 Ca��20 OF b A ' ss/�NAII � �``.
4
VERTICAL CROSS SECTION L RODERTDLOA W AE. Lub R. Lomas P.E.
CONCRE7EANA80NRY1N8TALLATION 14=KOMFORD RD Yl FL No.. 62514
FOASOO
APPROVED SEALANT 1 1/4" MIN. r&v APRON on APPROVED
BEHIND FIN EMBEDMENT OOD A REVISED ANCHORS 03/28/17 R.L.
W
#8 WOOD FRAMING
SCREW BY OTHERS
1/4' MAX.
_[SHIM SPACE
3/8' MIN
EDGE DISTANCE
WOOD FRAMING 1/4' MAX
BY OTHERS SHIM SPACE
Q
eRREEWD INTERIOR
MIN.
EMBEDMENT o
EXTERIOR INTERIOR T-
APPROVED SEALANT
BEHIND FIN
3/8" MIN 0
EDGE DISTANCE
EXTERIOR
JAMS INSTALLATION DETAIL
WOOD FRAMING ORRBIICKINSTAUATIOW
NOTES:
1. INTERIORAND EXTERIOR FINISHES,BV OTHERA
NOTSHOWNFORCLARIIY.
2. PERIMETERANDJOINTBPALANTBYOTHERSTOBE
,r,4. AX
SHIM 5MACE TM
DESIGNED INACCORDANCEWMASE2112 SIONED.0 28/2017
VIWINCO INC. \\r�tt►R I I�II,,,,�
3/8" MIN �— N P,O. BOX 400d41,p
EDGE DISTANCE WOOD MORGANTOWN, PA 10543 ��v„•y\CENs�•��+�:
Ape WOOD FRAMING OCEANVIEW IMPACT SINGLE HUNG WINDOW *• 0 P071:,
SCREW1 1/4" MIN. BY OTHERS 52" X 80"EMBEDMENT FRAME INSTALLATION DETAILS 7c► TAT
APPROVED SEALANT DRA"i pW0 pp R6Y ice' •;°�ORiDP• ��
BEHIND FIN VERTICAL CROSS SECTION V.L. 08-02820 A �ilil 0�\
WOOD FRAIMINGORMUCKINSTALLATION stets NTS are 10 12/16111110
�"�T5 OF 5 //,/oNAl. \�\N
w MWFORD R D LEM V Lub R. Lamas P.E.
FL No.: 62514
Doc,mem rte: Dm No: FRM B1-02
paw
4
=� Structural Performance Rev No: z
Y$TO E Certification
fiCIERTIFICATI ONS.1 NG.
Authorization Report
Required By PRO B1-03
CAR & Product ID Number. 464 - 714.0
Issue Date: 8/20/2015
Revision Date: 4/2/2019
Expiration Date: 8/6/2022
Company Code: 464
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the waWroof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products,that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Vivirinco, Inc. Model: Oceanview Impact Single Hung
851 Hemlock Rd, Morgantown Business Pa Operator Type: H
Morgantown, PA 19543-0499 Config: EM/All, GS-5/16"Ann Lami IG
USA Max Width: 52
Max Height 80
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101AS2/A440-05 H-R501308x2019(52x80)
Qualifying Test Information:
Test Report No: ATI-E8004.01-109-47
Test Report Expiration: 8/6/2022
Authorized Signature: Keystone Certifications, Inc.
Dennis Fassnacht Jr. 145 Limekiln Rd. Suite 1006
2019.04.0214-.46:03 New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
-04'00' Fax: 717-932-8501
WWW.KEYS7rONECE M.COM
Document Title: Doc No. FRM BI-43
Pag
Impact Performance
CC- Rev No. 4 � 1 of 1
STONP- Certification
RTIFICATION6.11VC.
_n
Authorization Report
Required By: PRO B1-03
CAR& Product ID Number_ 464 - 248
Issue Date: 8/20/2015
Revision Date: 4/2/2019
Expiration Date: 8/6/2022
Company Code: 464
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered cettified. The information in this report can be verified atwww.keystonecerts.com.
Licensee Information: Product Information:
uwinco, Inc. Model: Oceanview Impact Single Hung
851 Hemlock Rd, Morgantown Business Par Operator Type: H
Morgantown, PA 19543-0499 Config: EM/All, GS-5/16"Ann Lami IG
USA Max Width: 52
Max Height 80
Corresponding Structural CABs: 464714.0
Referenced Standard: Product Rating:
ASTM E1886-13/E1996-14 Missile Level D, Wind Zone 3, DP=+/-50, 52x80
Qualifying Test Information:
Test Report No: ATI-E8004.02-109-47
Test Report Expiration: 8/6/2022
Authorized Signature: Keystone Certifications, Inc.
Dennis Fassnacht Jr. 145 Limekiln Rd., Suite 1006
2019.04.02 14:33:56 New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
-04'001 Fax: 717-932-8501
W W W.KEYSTONECERTS.COM