HomeMy WebLinkAboutPerformance Certification; Impact FixedImpact Performance
Certification
Authorization Report
uoc No: FRAA B7 -43
Rev No: 4 1 Psm: 1 1
CAR & Product ID Number. 464 - 251
Issue Date:
6/15/2018
Revision Date:
7/6/2018
Expiration Date:
6/15/2022
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 he 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.keyslonecerts.com.
I Licensee Information: I Product Information: I
Viwinco, Inc. I Model: Signature/Viwinco Impact Fixed
851 Hemlock Rd Morgantown B Operator Type: FW
Morgantown PA 19543-0499 1 Config: No, GS-7/32" Ann Lami IG
Max Width: 72
Max Height: 72
Corresponding Structural CARS: 464-497
Referenced Standard: Product Rating:
ASTM E1886-13a, ASTM E1996-14a Missile Level D,Wind Zone 3 DP+-60, 72x72
Qualifying Test Information:
Test Report No: ATI-12478.01-109-47/ATI-78079.03-109-47
Test Report Expiration: 6/15/2022
Authorized Signature: Keystone Certifications, Inc.
Digitally signed by Jon Hill 145 Limekiln Rd., Suite 100B
Date: 2018.07.0610:1059 New Cumberland, Pennsylvania 17070
'-- --- 04'00' one: 717-932-8500
MOO 49GIRx: 717-932-8501
W W W. KEYSTONECERTS.COM
6" MAX.
72"
MAX.
FRAME
HEIGHT
SIGNA TUR1E/VIWINCO IMPACT FIXED
EXTERIOR VIEW FRAME FLUSH INSTALLA77 NV
DESIGN PRESSURE RATING IMPACT RATING
±50PSF LARGEAIVDSMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE3
REVISIONS
REY DESCRIPTION DATE APPROVED
A REVISED PER NEW CODE 12/04/14 R.L.
MAX,
NOTES:
4AX. 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER .ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
AX 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1Y BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD.
4. FRAME MATERIAL: EXTRUDED RIGID PVC,
5. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 3 FOR GLASS DETAILS.
6. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
7. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM -ALLOWABLE SHIM STACK TO BE 1/4",
8. FOR ANCHORING 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.
9. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
10, FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. ALL FASTENERS TO BE CORROSION RESISTANT, INSTALLATION ANCHORS SHALL BE INSTALLED
IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF 0=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI,
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 180A, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
7 - 2 ELEVATION, ANCHORING AND NOTES
3 CROSS SECTIONS AND B.D.M.
4 6 INSTALLATION DETAILS
SIGNED: 1210512014
VIWINCO INC.
N,� J`lllil/lt/,
P.O. BOX 499
MORGANTOWN, PA 19543
`�,��5 ` LQ�L1
v 9Ji�
•��GENSF
~* 51 ,yr=
SIGNATURE/VIWINCO IMPACT FIXED
72 X 72F�y,
1"
FRAME ELEVATION AND NOTES
DATE OF
���F � j°C p lro"e- � .
. s'-...•
DRAWN:
DVlC N0.
REV
A.S.
S—E
os-01 472
A
��iJ7s�QNAL`E \I`
NTS °ATE 03/05/12
1 OF 6
A
FF
HE
/Y MAX hKAML WIDTH
6"
�r MAX O.C.
T
1 ' MAX J
6"
f
MAX O.C.
2..
AY
AME
GHT
SIGNATURE/VIWINCO IMPACT FIXED
EXTERIOR VIEW FIN INSTALLA T70N
DESIGN PRESSURER:4TING IMP.ACTR4TNVG
tSQPSF LARG'EANDSMALL
MISSILE IMPA CT
MISSILE LEVEL P. WIND ZONE 3
1" MAX
REVISIONS
DESCRIPTION DATE APPROYED
REVISED PER NEW CODE 1 12/04/14 JR.L.
SIGNED: 12/05/2014
VIWI NCO INC.
P.O. BOX 499
MORGANTOWN, PA 1954.3
EN
*• 0 51 .
SIGNATURE/VIWINCO IMPACT FIXED
72X72
NAIL FIN ELEVATIONQF�-
wZZ
ZZ
p'"••'cLORtOP•'��'�
•
DRAWN:
-0 NO.
REV
A.S.
08-01472
A/S;1•
... `yCGl
�1�,�
SCALE DATE 6"'`
NTS 03/05/12 2 OF 6
PARTS LIST
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
8915
FRAME
Deceuninck
PVC
5846
GLAZING BEAD
Deceuninck
PVC
7940
WEEP HOLE COVER
Ashland
PVC
7240T
SEITING BLOCKS
TB Philly
VINYL
3462
SIUCONE
DOW (TB PHILLY)
SILICONE
I a
2 13/16" 2
L_ o ° 1
I--- 3 1/4-
Frame Sill
VITVYL FVC.076 THICK
Frarrre Sill (Nailing Fin)
VINYL PVC.076 THICK
7/8-
Glazing Bead
VINYL PVC.061 THICK
EXTERIOR INTERIOR
VERTICAL SECTION
OPTIONAL FIN FRAME
RC RSIONS
REV I DESCRIPTION DATE I APPROVED
A I REVISED PER NEW CODE 12/04/14 1 R.L,
INTERIOR
EXTERIOR
HORIZONTAL SECTION
15/16"
1/8" ANN.
.100" SCP BY DUPONT
1/8" ANN, 1/8" TEMP.
REINFORCED BUTYL
SPACER SYSTEM
EXTERIOR INTERIOR
1/2" BITE
STRUCTURAL SEALANT SETTING BLOCK
DOW INSTACLAZE
GLAZING DETAIL
VIWINCO INC.
P.O. BOX 499
MORGANTOWN, PA 19543
SIGNATURE/VIWINCO IMPACT FIXED
72 X 72
CROSS SECTIONS AND COMPONENTS
DRAWN: -0 N0. REV
A.S. 08-01472 A
SCALE 14TS IDATE 03/05/12 S-3 OF 6
SIGNED: 12/05'2014
`R `T LI02���r:
TATE OFry_
%�7ss oNA l'����,.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
#8 WOOD
SCREW
EXTERIOR
#8 WOOD
SCREW
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN,
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
1 /4" MAX,
SHIM SPACE
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
INTERIOR EXTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUCK INSTALiA TION
NOTE.
INTERIORAND EXTERIOR FINISHES. BY OTHERS. NOT
SHOWN FOR CLARITY.
APPRO
C SEAL
�E
MIN.
GENT STRU
BY 0'
�REVISIONS
- EDGE
DISTANCE
3MIN. REV DESCRIPTION DATE APPROVED
D
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
A I REVISED PER NEW CODE t2/Oa/ta R.L.
1/4.. MAX.
SHIM SPACE
� INTERIOR
3/4" MIN,
EDGE DISTANCE
#S SMS OR � Q
SELF DRILLING SCREWS
i OR METAL
RILLING STRUCTURE
BY OTHERS
INTERIOR
1 1/4" MIN,
EMBEDMENT
1/2„ 1 MIN
EDGE pISTANCE
#8 SMS OR #8 WOOD
SELF DRILLING SCREW
SCREW
WOOD FRAMING
OR 2X BUCK
1/4" MAX, BY OTHERS
SHIM SPACE
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
1/4" MAX.
r SHIM SPACE
lNTER1C
- V \U/
APPROVED
SEALANT EXTERIOR(
JAMB INSTALLATION DETAIL
WOOD FRAMING OFT 2X BUCK INSTAU -A TION
SIGNED: 12/0512014
NOX
R l 1LI6
PI OBOX 499
`�����51
MORGANTOWN, PA 19543
SIGNATURE/VIWINCO IMPACT FIXED
=*� 0 51 *:
FRAME INSTALLATION DETAILS
TAT
DR
DWD NO.
REV
%O�n�j°L0 k0l
A.S.
SCALE
08-01472
A/`�',$`
11/01111A1i1a\\`
NTS DATE 03/05/12T4 OF 6
2 1 /2- MIN.
EDGE DISTANCE
CONCRETE/MASONRY
°
BY OTHERS
°
4 1 1/4" MIN.
OPTIONAL BUCK ° _
EMBEDMENT
TO BE PROPERLY
-
SECURED
f
SEE NOTE 3 SHEET 1
}
APPROVED
❑
SEALANT
1/4" MAX.
SHIM SPACE
3/15 TAPCON
EXTERIOR I I I I INTERIOR
3/16" TlklN.
APPROVED
SEALANT
OPTIONAL 1X BUCK1/4 MAX.
TO BE PROPERLYSHIM SPACE
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY 1
BY OTHERS41 1 1/4" MIN.
EMBEDMENT
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEMASONRY INSTALLATION
1 1/4" MIN,
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
3/16" TAPCON
2 1/2"
MIN,
EDGE
DISTANCE
REVISIONS
REV DESCRIPnON DATE APPROVED
A I REVISED PER NEW CODE 12/04/14 1 R.L.
a 1 /4" MAX.
SHIM SPACE
0
09
INTERIOR
APPROVED EXTERIOR
SEALANT
JAMB INSTALLATION DETAIL
CONCRRETE-'A4A,57ONRY INSTALLATION
NOTE:
INTERIORAND EXTERIOR FINISHES. BY OTHERS. NOT
SHOWN FOR CLARITY.
VIWINCO INC.
P.O. BOX 499
MORGANTOWN, PA 19543
SIGNATURE/VIWINCO IMPACT FIXED
72 X 72
FRAME INSTALLATION DETAILS
DRAWN: DVID NO.
A.S. 08--01472
SCALE NTS I D— 03/05/12 1-5 OF 6
SIGNED: 1210512014
-A TAT OF
A ��'/ss�01YAL1E�G�l�
#8 WOOD
SCREW
7/16" MIN
EDGE DISTAN
EXTE
7/16" MIN
EDGE DISTANCE
#8 WOOD
SCREW
tMtSEUMEN I
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
=RAMING
3Y OTHERS
1 /4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
REVISIONS
DESCRIPTION DATE I AP-
-REVISED PER NEW CODE 12/O4/14 1 R.L.
WOOD FRAMING �{ 1/4_ MAX
BY OTHERS I SHIM SPACE
#8 WOOD
SCREW INTERIOR
I
1 1/4"
MIN.
EMBEDMENT
7/16"MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X SUCK INSTA LLA TION
NOTE:
INTERIOR AND EXTERIOR FINISHES. SY OTHERS. NOT
SHOWN FOR CLARITY.
SIGNED: 1210512014
VIWINCO INC.
P.O. BOX 499
MORGANTOWN, PA 19543GEM
R"..L 0 �11/�
p51 *-
SIGNATURE/VIWINCO IMPACT FIXED*•'
72 X 72
NAIL FIN INSTALLATION DETAILS
D•� TATE OFt�
I` �1• EpRtO�' \���
DRAVlN:
A.S.
DWG NO.
REV
08-01472
q
SCALE NTS DATE 03/05/12 6 OF 6
R. 7 '
Document T81e:
Structural Performance
a
Doc No: FRM B7-02
Rev No. 7
Page: � oe 1
Certification
"He
Authorization Report
Required BY: PRO B1-03
CAR & Product ID Number: 464 - 497.0
Issue Date: 6/25/2014
Revision Date: 7/6/2018
Expiration Date: 5/12/2021
Company Code: 464
This Certification Authorization Report (CAR) is issued by Keystone C811cstlons, 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 wallfroof 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.keysbnecerts.com.
Licensee Information: I Product Information:
V!wlnco, Inc.
861 Hemlock Rd
Morgantown
Morgantown B
PA 19543-0499
Model: Signature/Viwinco Impact Fixed
Operator Type: FW
Config: No, GS-5/16" Ann Lam! IG
Max Width: 72
Max Height: 72
Referenced Standard: Product Rating:
AAMAIWDMA/CSA 101/IS2/A440-05 FW-R55 1829xl829 (72x72)
Qualifying Test Information:
Test Report No: ATI-78079.03-109-47
Test Report Expiration: 5/12/2021
Authorized Signature:
Keystone Certifications, Inc.
Digitally signed by Jon Hill 145 Limekiln Rd. Suite 100B
Date: 2018.07.06 09:44:55 New Cumberland, Pennsylvania 17070
' L----04'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSi'ONECERTS.COM
L. Roberta Lomas P.E.
233 W; Nlain Si
Danville, VA 24541
434-6,99-0609
rll�masfi+;.lrl�maspc .couz
lantdacturer: Viwinco, Inc.
Morgantown .Busipess Park
P.Q. Boy; 499
Morgantown, [)A 1954
Product Line: Signature/Viwinco impact Fixed
Engineering Evaluation Report.'
Report No. 512096A
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 Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-01472 Revision A, prepared, signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: ATI-76362.01-109-47 signed by Michael D. Stremmel, P.E.
3. Architectural Testing Inc., York, PA.:
AAMA/WDMA/CSA 101/I.&2/A440-05
Design pressure: ±50.0psf
Water penetration resistance 9.2psf
4. Report No.: AT1-75251,01-109-47 signed by Michael D. Stremmel; P.E.
Arr.Nipe..tbral Testing Inc., York, PA
ASTI'A El 886-02 and ASTM E 1996-02
ASTM El886/ El996 Large. Missile Impact, Level. D, Wind Zone 3.
ASTM E1.886/ E1996 Cyclic Load Test, ±50.0psf design pressure
5. Anchor calculations, report number 512096-1, prepared; signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:.
• Maximum design. pressure: L50.0psf
Maximum unit. size: 72'` x 72"
• . Units must be glazed per ASTM El300-04, see installation instructions for glass details.
• This. product is not rated to be used in. the HVHZ.
• This product is impart resistant and does not require impact protection in wind borne debris regions, up to wind.
zone':3.
• Frame material to be rigid PVC.
Installation: Units must be installed in accordance with approval, document 08-01472 Revision A.
Certification of Independence: Please note. that I don't have nor will acquire'a financial interest n any company
manufracturing or distributing the product(s) for which this report is being issued. Also, I don't have, nor will acquire ra
financial interest in any other -entity involved in the approval process of the listed product(s):'
.,�4a.'`
-.TA T OF
0.PRIA
NAL
1 of 1 Luis R. Lomas, P.E.
FL No:::62514
12/09/2014