HomeMy WebLinkAboutProduct Approval (2) L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541 Report No.: 513713
434-688-0609
rllomas@lrlomaspe.com —
RE
Manufacturer: Viwinco,Inc. JUN 2 2 2.020
Morgantown Business Park
P.O.Box 499 ST. Lucie County,Permitting
Morgantown,PA 19543
Product Line:- Oceanview Geometric Impact Fixed Window
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 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02895, prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Report No.:ATI-B4045.02-109-47signed and sealed by Michael D.Stremmel P.E.
Architectural Testing Inc.,York,PA
AAMA/WDMA/CSA 101/I.S.2/A440-08
Design pressure: ±60.15psf
Water penetration resistance 9.Opsf
3. Report No.:ATI D2383.01-109-47 signed and sealed by Michael D.Stremmel P.E.
Architectural Testing Inc.,York, PA
ASTM E1886-05 and ASTM E1996-05
ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3
ASTM E1886/E1996 Cyclic Load Test,±50.Opsf design pressure
4. Anchor calculations,report number 513713-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±50.Opsf
• Maximum unit size: 72"x 72"
• Units must be glazed per ASTM El 300-04,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 borne debris regions.
• Frame material to be white rigid PVC.
Installation: Units must be installed in accordance with manufacturer's installation instructions and approval
document 08-02895.
Certification of Independence: 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).
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TATE O F ;•c�
FILE �o --y /iis/ONAL':\N\'
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1 of 1 Luis R.Lomas, P.E.
FL No.:62514
04/13/2016
Document Title: Doc No: FRM B1-43
Impact Performance Rev No: 4 Page: 1 Of: 1
1< YSTOIVE Certification
pCCRTIMCATIONS.INC.
Authorization Report
Required By: PRO Bl-03
it CAR& Product ID Number: 464 - 239
Issue Date: 6/25/2014
J'� I Z !020 Revision Date: 3/6/2018
sT. Lucie County,Permitting Expiration Date: 11/8/2021
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 certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Viwinco, Inc. Model: Oceanview/Signature Geometric PW Impact
851 Hemlock Rd Morgantown B Operator Type: FW
Morgantown PA , 19543-0499 Config: No, GS-5/16"Ann Lami IG
Max Width: 72
Max Height: 72
Corresponding Structural CARs: 464-428.0
Referenced Standard: Product Rating:
ASTM E1886/E1996-05 Missile Level D, Wind Zone 3, DP +/-50, 72x72
Qualifying Test Information:
Test Report No: ATI-D2383.01-109-47
Test Report Expiration: 11/8/2021
Authorized Signature: Keystone Certifications, Inc.
201 8.03.06 145 Limekiln Rd., Suite 100B
A"�/w New Cumberland, Pennsylvania 17070
15:17:13 -05'00' Phone:
Fax: 717-932-8501
�ILE COPY WWW.KEYSTONECERTS.COM
Document Title: Doc No: FRIVI B1-02
Structural Performance Rev No: 7 Page: 1 ot: 1
KEYSTQN Certification
®CERTIFICATIONS.INC.
�d Authorization Report
Required By: PRO B1-03
REC CAR& Product ID Number: 464 - 428.0
Issue Date: 1/9/2012
JUN 10�� Revision Date: 3/6/2018
ST. Lucie County, Permitting Expiration Date: 12/7/2021
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 certified. The information in this report can be verified atwww.keystDnecerts.com.
Licensee Information: Product Information:
Viwinco, Inc. Model:Oceanview/Signature Geometric FW Impact
851 Hemlock Rd Morgantown B Operator Type: FW
Morgantown PA 19543-0499 Config: No
Max Width: 72
Max Height: '84
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/l.S.2/A440-08 Class CW-PG75 1816x2121 (72x84)-Type FW
Qualifying Test Information:
Test Report No: ATI-64045.01-109-47
Test Report Expiration: 12/7/2021
Authorized Signature:
O Keystone Certifications, Inc.
201 0.03.06 145 Limekiln Rd. Suite 10013
New Cumberland, Pennsylvania 17070
15:14:34 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
FLE COPY' WWW.KEYSTONECERTS.COM
FILE
REVISIONS
REV DESCRIPTION DATE APPROVED
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 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
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 DRILLING 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 IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
B. ALL FASTENERS TO BE CORROSION RESISTANT.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 1
BE ANCHORED 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.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
AWOOD: 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'm=2,000PSI 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 6063—T5 FU=3OKSI .048' THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". IN SHEET 2.
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. RECEIVED
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E130D-04, SEE SHEET 2 FOR GLASS DETAILS. �g n
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND JUN `2 /4 ?020
BORNE DEBRIS REGIONS,
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS �®U[1 `/�Permitting
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. ST,�„1,Ipif3
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED: 1111412016
INC
MORGANTOWN BUISINESSO,PARK P.O. BOX 499 0 �/i//
MORGANTOWN, PA 19543 •��GENS 9S,�y
TABLE OF CONTENTS OCEANVIEW GEOMETRIC PICTURE WINDOW Z:*- o 51
SHEET NO. DESCRIPTION IMPACT - 72" x 72"NOTES _-OT(ATrE OF yam\
1 NOTES DRAWN: DWG NO. REV �i���c`S;FCpR10P G�Z'\J
2 ELEVATIONS N.G.
3 — 6 INSTALLATION DETAILS SCALE NTS DATE 0413/16 08-028955EOF 6 ////1"11111110N\\\\
REVISIONS
REV DESCRIPTION DATE APPROVED
72" MAX. FRAME WIDTH 72" MAX. FRAME WIDTH
4" MAX. f~ MAXOD.C. -'{ 4" MAX. 4"' MAX. MAX?O.C.4 " MAX.
I I I
4" MAX. 4" MAX.
\ \ \ \ 10" MAX \ \ \ \ 12° MAX
O.C. O.C.
72" 72"
MAX. MAX.
FRAME FRAME
HEIGHT HEIGHT
4" MAX. 4" MAX.
OCEANV/EW GEOMETRIC IMPACT PICTURE OCEANV/EW GEOMETRIC IMPACT PICTURE
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION DESIGN PRESSURE RATING IMPACT RATING FIN INSTALLATION
t50PSF LARGEAND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
15/16"
3/16" ANN
.090 SG BY KURARAY
1/8" ANN. 3/16" TEMP SIGNED: 11/14/2016
EXTERIOR VANCOINC ��1111111//I7j
SUPER4-\
INTERIOR MORGANTOWN BUSINESS PARK P.O. BOX 499 �NlJ�S R• LO,y'7/�j//
BY EDMORGANTOWN, PA 19543 v•'�GENS'.9�-rte
DOW INSTAGLAZE
BACK BEDDING OCEANVIEW GEOMETRIC PICTURE WINDOW *• p,,�5� *=_
NOTES: 1/2SILICONE IMPACT - 72" x 72"1. MAXIMUM D.L.O.: 67 3/4" X 67 3/4° ELEVATIONS TATE OF
2. 2 1 X 1 8" WEEPSLOT W COVER AT 3 1 2"" FROM � ./ / / DRAWN: DWG N0. REV /EACH END OF SILL FACE. SETTING BGLAZING DETAIL SCALE NTS DATE 04/13/16 OB-02895
B 50028950E 6 ///mss/�NIIl��G\\\\
1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
WOOD FRAMING
OR 2X BUCK
BY OTHERS1 1/4" MIN.<i
EMBEDMENT
D o
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE
SEALANT O �J
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
X10 WOOD SCREW 1/2" MIN.
N. ❑�
INTERIOR EDGE DISTANCE INTERIOR
EXTERIOR �n
#to wooD II �7
SCREW O�
WOOD FRAMING a
OR 2X BUCK
BY OTHERS
EXTERIOR
BACKER ROD
X10 WOOD SCREW & APPROVED
SEALANT
SILL TO BE SET
IN A BED OF JAMB INSTALLATION DETAIL
OAPPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
O NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
WOOD FRAMING NOT SHOWN FOR CLARITY.
OR 2X BUCK 1 1/4" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BY OTHERS EMBEDMENT DESIGNED IN ACCORDANCE WITH ASTM E2112
1/2" MIN SIGNED: 11/14/2016
EDGE DISTANCE
INC 0\1k I
WOODFRAICAL MINGOR2OSS BUCKINSTAILLATION MORGANTOWN UISINESSOIPARK P.O. BOX 499 R IfLo?�7j�i��
MORGANTOWN, PA 19543
OCEANVIEW GEOMETRIC PICTURE WINDOW =*�• �0,,651 *=
IMPACT - 72" x 7S
INSTALLATION DETAILS ��0�• sTATEE OF
DRAWN: DWG NO. REV ��0��•F(0 1..
N.G08
SCALE NTS DATE 04/13/16 500 28350E 6 _ i���SsjONA;'��G\��
Ar
3/4" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
METAL
STRUCTURE
BY OTHERS
0 0
BACKER ROD 1/4" MAX.
& APPROVED SHIM SPACE
SEALANT O �J
1/4" MAX.
SHIM SPACE
#10 SMS OR L-
SELF DRILLING
SCREW 3/4" MIN. Oa
EDGE DISTANCE
nINTERIOR
�I --
INTERIOR E OR n
SELF#10 DRRILIL OR
USCREWS a
EXTERIOR
METAL EXTERIOR
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING BACKER ROD
SCREW & APPROVED
SILL TO BE SET SEALANT JAMB INSTALLATION DETAIL
IN A BED OF METAL STRUCTURE INSTALLATION
OAPPROVED SEALANT
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
O NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
METAL NOT SHOWN FOR CLARITY.
STRUCTURE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
BY OTHERS DESIGNED IN ACCORDANCE WITH ASTM E2112
3/4" MIN SIGNED: 11/14/2016
EDGE DISTANCE
VERTICAL CROSS SECTION MORGANTOWN BUSINESS INC
INESSPARK P.O. BOX 499 �� R�It0
METAL STRUCTURE INSTALLATION MORGANTOWN, PA 19543 � .•\CENS 9p
OCEANVIEW GEOMETRIC PICTURE WINDOW =*• o 51 yt=
IMPACT — 72" x 7S -•fl �_
INSTALLATION DETAILS o• TAT OF tr,�
DRAWN: DWG NO. REV �• C0R1pP•
scaE NTS DATE 04/13/16 OB sOEET450F 6 jONA;I
rl
REVISIONS
2 1/2" MIN. REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY EDGE DISTANCE
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 - 7 °° ° a 1 1/4" MIN
SHEET 1 ° e '• .° ° EMBEDMENT CONCRETE/MASONRY ' 9.
I BY OTHERS
OPTIONAL 1X BUCKF /4" MAX.
SEE NOTES 3 - 7 SHIM SPACE
1/4
BACKER ROD " MAX. SHEET 1
& APPROVED SHIM SPACE
SEALANT �J
O3/16" TAPCON 3/16" TAPCON a ❑�
INTERIOR
INTERIOR 2 1/2"
MIN
EXTERIOR EDGE
DISTANCE O a
1 1/4" MIN EXTERIOR
3/16" TAPCON EMBEDMENT
JAMB INSTALLATION DETAIL
SILL TO BE SET WOOD FRAMING OR 2X BUCK INSTALLATION
O IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED 1/4" MAX. NOTES:
SEALANT SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
D NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTE 3 - 7 DESIGNED IN ACCORDANCE WITH ASTM E2112
SHEET 1
CONCRETE/MASONRY ° a. 1 1/4" MIN
BY OTHERS a < ° °a ° v EMBEDMENT SIGNED: 11/14/2016
" < VIWINCO, INC \o\%lIIIlI117j7
MORGANTOWN BUSINESS PARK P.O. BOX 499 1R..L p�ij��
2 1/2" MIN MORGANTOWN, PA 19543 `� .-\CEIV6, .,p
EDGE DISTANCE
PICTURE WINDOW +1t% 0X51 it
VERTICAL CROSS SECTION IMPACT - 72" 72"
OCEANVIEW GEOMETRIC PI
CONCRETE/MASONRYINSTALLATION INSTALLATION DETAILS -�0• STAT OF ;
DRAWN: DWG NO. REV �'��•F[pRIOP'\'���
N.G.
DATE 08 502895 - 1ONA11E�G\��
NTS 04/13/16 5 OF 6
REVISIONS
REV DESCRIPTION DATE APPROVED
APPROVED
SEALANT
BEHIND FIN4EM'BEDMENT1 / " MIN.
#6 WOODWOOD
SCREWFRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE 1/4" MAX
3/8" MIN WOOD FRAMING '� SHIM SPACE
EDGE DISTANCE BY OTHERS
#8 WOOD
SCREW INTERIOR
1 1/4"
MIN.
EMBEDMENT
EXTERIOR INTERIOR APPROVED
SEALANT 0 a
BEHIND FIN
7/16" MIN
EDGE DISTANCE EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
O
NOTES:
lul 1/4" MAX 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
D ❑
SHIM SPACE NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
7/16" MIN
EDGE DISTANCE
SIGNED: 11/14/2016
#B WOOD WOOL)
SCREW FRAMING VIWINQQ INC
1 1/4" MIN. BY OTHERS MORGANTOWN BUSINESS PARK P.O. BOX 499 \��`�S 1R I'�IY��/�
0?�
APPROVED EMBEDMENT MORGANTOWN, PA 19543 �v•' GENS' 9cP
SEALANT \ F`• _
BEHIND FIN OCEANVIEW GEOMETRIC PICTURE WINDOW *• p, 5� *=
VERTICAL CROSS SECTION IMPACT - 72" x 72"INSTALLATION DETAILS S
WOOD FRAMING OR 2X BUCK INSTALLATION '7�. TAT OFtr,
DRAWN: DWG NO. REV \
�.o�•F ORIaP .�\
N.G. 08-02895 _ /��Ss *•.••e '\\\
SCALE NTS DATE 04/13/16 s EET6 OF 6 /7/71ZONAL
1��\\\