HomeMy WebLinkAboutPerformance Certification; Horizontal SliderRequired By:
Impact Performance
Certification
Authorization Report
B1-03
FRM B1-43
f'w 16 7! �
CAR $ Product ID Number: 4$4 - 216
Issue Date:
811612011
Revision Date:
4/3/2020
Expiration Date:
5/3/2023
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.keysbnecertsrcom.
Licensee Information:
Vlwlnco,Inc.
851 Hemlock Rd, Morgantown Business Par
Morgantown, PA 19543-0499
USA
Product Information:
Model: Oceanview Impact Horizontal Slider
Operator Type: HS
Config: EM/IM, GS-5/16" Ann Lam! IG
Max Width: 96
Max Height: 48
Corresponding Structural CARS: 464-418.0
Referenced Standard: Product Rating:
ASTM E1886IE1996-05 Missile Level D, Wind Zone 3, DP +/-50, 96x48 XX
Qualifying Test Information:
Test Report No: I ATI-99624.01-109-47-R1
Test Report Expiration: 5/3/2023
Authorized Signature: Keystone Certifications, Inc.
2020.04.03 145 Limekiln Rd., Suite 100B
IW New Cumberland, Pennsylvania 17070
14:18:40-04'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERYS.COM
V4d03 311.4
. .. �"'.. ,. ...,,
Document Tift
Structural Performance
Doc No: FRM B1-02
Rev No: 7
page: 1 Of.
Certification
Authorization Report
Requhed BY: PRO B1-03
CAR & Product ID Number: 464 - 418.0
Issue Date:
9/20/2011
Revision Date:
4/312020
Expiration Date:
5/5/2023
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 cf the product conducted by an independent accredited laboratory in
a000rdanoe with the specified referenced standard. Acbjal 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 at www.keystoneeerts aom.
Licensee information: I Product Information:
Viwinco, Inc. I Model: S-Series I Cambridge Horizontal Slider
851 Hemlock Rd, Morgantown Business Pa Operator Type: HS
Morgantown, PA 19543-0499 Config: EM/IM
USA Max Width: 96
Max Height: 48
Referenced Standard: Product Rating:
AAMAIWDMA/CSA 1011IS2/A440-05 HS-050 2438xl219* (96x48*) XX
Qualifying Test Information:
Test Report No: ATI-98662.01-109-47
Test Report Expiration: 515/2023
Authorized Signature: Keystone Certifications, Inc.
2020.04.03 145 Limekiln Rd. Suite 10013
Awom � New Cumberland, Pennsylvania 17070
5 4 �55 _0 q r00r Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSYONECERTS.COM
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-M
rllomas@Irlomaspe.com
Manufacturer: Viwinco, Inc.
Morgantown Business Park
P.O. Box 499
Morgantown, PA 19543
Product Llne: Oceanview Impact Horizontal Slider W x 48"
Engineering Evaluation Report
Report No.: 512109E
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 08-01485 Revision B. prepared, signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: ATI-98M.01-109-47 signed by Michael D. Stremmel P.E.
Architectural Testing Inc., York, PA
AAMAIWDMAICSA 1011I.S.21A440-05
Design pressure: t50.0psf
Water penetration resistance 7.52psf
3. Report No.: ATI-9%24.01-109-47-R1 signed by Lynn George
Architectural Testing Inc., Springdale, PA
ASTM E1886-05 and ASTM E1996-05
ASTM E18MI E1996 Large Missile Impact, Level D. Wind Zone 3
ASTM E18861 E19M Cyclic Load Test, t50.0psf design pressure
4. Anchor calculations, report number 512109-1A, prepared, signed and sealed by Luis Roberto Lomas P.E.
Lhnitations and CondMons of use.
• Maramum design pressure: t50.0psf
• Maximum unit size: W x 48'
• Units must be glazed per ASTM E130Q-04M9, see installation instructions for glass details.
• This product is not ratted to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind
zone 3.
• Frame material to be rigid PVC.
Instauatlon:
Units must be installed in accordance with manufacturer's installation instructions and approval document, M01485
Revision B.
CwWfloodon oflndependence:
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).
4A�T0 51r�o•T0 F
O R 'Dt
G�
1 of 1
Q7I05/2Q17
NOTES:
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.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X 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
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT 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".
B. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #B 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 DE'AILS.
10. FOR ANCHORING INTO METAL STRUCTURE USE #B SIAS 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 G=0.42
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 1BGA, 33KSI OR ALUMINUM 6063—T5 .D48" THICK MINIMUM
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 ELEVATIONS
3 CROSS SECTIONS AND B.O.M.
4 — 8 INSTALLATION DETAILS
ReASK 1S
MY Dm1tp7I0N DALE APPRUM
A I REVISED PER NEW CODE 12/04/14 R.L
B I REVISED INSTALLATION DETAILS 07/OS/17 R.L.
VIWINCO INC.
P.O. BOX 490
MORGANTOWN, PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER
96" X 49'
NOTES
Dwc ND.
OB—D74B5
NTS JDAE 03/30/2012 6H"1 OF B
L. ROBERTO LOWS F.E.
14S2 V/OODFORO RD LEW13VRL6 .VC 27L2,-
424-68"669 rllmmuCCMxwz pq.mp i
SIGNED: 07'05/2017
E N
o STATE OF�r�
B NA1�1EC�`��
Luls R. Lomas P.E.
FL No.: 62514
I
FI
HI
6" MAX.
85- MAX. FRAME WIDTH
12"
MAX. O.C.
6" MAX
Ia" L
AX.
AME IGHT MAX
O.C.
/
/
OCE4NVIEW 1MPACT HORIZONTAL SLIDER
EXTERIOR VIEW
FRAMEFLUSH INSTALLATION
NOTES:
T. MAXIiO. UM SA SFI SIZE: 47 x 42 ,.Z
2. MAXIMUM D.L.O.: 47'x 42.Y,4'
MffDWARE80►fiWULE
METAL CAM LOCKWDH ADJACENT KEEPER, 12"FROM EACH END AT INTERIOR MEETING STILE
SLIDER SASH T43OLTATTOP OF INTERIOR AND EXTERIOR MEETING STILES OF EACH SASH
fRU DED STAINLESS STEEL REINFORCEMENT Q0008808)AT INTERIOR AND EXMRIDR MEETING
REVISIONS
DF.SCRIPDON DAIE APPROVED
REVISED PER NEW CODE 12/04/14 R.L.
REVISED INSTALLATION DETAILS 07/05/17 R.L
96" MAX FRAME WIDTH
- 6" MAX 6" MAX 12" MAX O.C. 6" MAX
6" MAX
4B" L
MAX
FRAME 12"
HEIGHT MAX
O.C.
I
DESIGN PRESSURE RA TING
IMP,4C T W TING
+50PSF
LA RUE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
OCEANVIEW IMPACT HORIZONTAL SLIDER
EXTERIOR VIEW
FIN INSTALLA 77ON
vIwINCo INC.
P.O. BOX 499
MORGANTOWN. PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER
98' X 48`
ELEVATIONS
DRAVN. On ND.
A.S. I D8-01485
sc �F NTS — 03/30/2012 —2 OF 8
L. R08ERTOLOMAS RE
140Z WOODT"ORD RD LEM,;VILLC. NG27623
4:4 668 0000 IflORl,iffiLNIBRL:fLB.fff'fi
SIGNED: 07/05/2017
`��11 n 1 t r lrii
�,��J�S R • L 0�7/i
0
„o/�lTATE OF ; w�
0 ..
REV i'n •'sCORIO?;%����
B ,, ns,�NAiS��G���`
Luis R. Lomas P.E.
FL No.: 62514
PARTS LIST
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
9914
FRAME
DECEUNINCK
PVC
8469
SLIDE TRACK DOVER
DECEUNINCK
PVC
661D
SLIDE TRACK INSERT
EUXIR
ALUMINUM 6106-TB
3515
WEATHER STRIPPING
THERMOPLAST INC
WOOL PILE
5312
RAILS — TOP AND BM
DEDEUNINDK
PVC
5306
PULL STILES
DECEUNINCK
PVC
53D6
LOCK RAIL
DEDEUNINCK
PVC
531D
KEEPER RAIL
DEDEUNINCK
PVC
5144
GLAZING BEAD
DECEUNINCK
PVC
66M
REINFORCEMENT
PENNEX
ALUMINUM 6105—T5
866D
CAM LOCK W/O LUG
TRUTH
DIE CAST
8585
KEEPER
TRUTH
DIE CAST
8121
NIGHT LOCK
ROLW
Pvc
794D
45DES WEEP HOLE COVER
ASHLAND
PVC
724DT
SETTING BLOCKS
TB PHILLY
PLASTIC
8635
GLIDE PAD
FOUR—JAKS
CELCON
3462
SILICONE (INSTAGLAZE)
DOW
SIUCONE
368D
TRACK SCREVS
MERCHANTS
STAINLESS
4195
SCREEN RAIL
LEADING EDGE
ALUMINUM BIDS-75
329D
FIBERGLASS SCREEN
PHIFER
FIBERGLASS
3260
SPUME
DAPA
PLASTIC
3245
SCREEN CORNERS
HYGRADE
3250_
LIFT TABS
ANEW
ALUMINUM 6105—T5
15/16-
1/8' ANN.
ODD" PVB BY KURARAY
1/9" TEMP. 1/8" ANN.
DESSICANT FILLED
STAINLESS STEEL SPACER(SU-D)
EXTERIOR lNTERlOA
1/2" BITE
SETTING BLOCK STRUCTURAL SEALANT
GLAZING DETAIL DOW INSTAGLAZE
92D
E,VMRIO�L
INTERIOR
VERTICAL SECTION
OPTIONAL FIN FRAME
FMnSI D S
REY DESCRIPDDN DAME I AMMD
A REVISED PER NEW CODE 12/04/14 R.L.
B REVISED INSTALLATIDN DETAILS 07/05/17 R.L.
INTERIOR
EXTERIOR
HORIZONTAL SECTION
VIWINCO INC.
P.O. BOX 499
MORGANTOWN, PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER
96" X 48`
CROSS SECTIONS
DRWN: 1 M ND.
D8—D1485
NTS — 03/30/2012 3 OF 8
L. R08ERT0 LOM? 5 F.E.
1432 WOODrORO RD LC WI5VILLC. NC 2762J
4,-4 688 0600 'flom,;<�^clrtari6tCe.Gpr
SIGNED: L77/Q512017
I `IR LIO�r///%
Q••��GENs� 9s'�
*' / 10, ?t
ofATE OF ;u
O.c+• R
REV all
B ///SIONAl1E
Luis R. Lomas P.E.
FL ND.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
APPROVED
SEALANT
#8 WOOD
SCREW
, I- MIN.
DISTANCE
MIN.
d�
ACE
EXTERIOR — 6 I I— H . = 11_I ItLL I1L lNTEAlOR
_-- " r ,
APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1 /4' MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X SUCK IVSTALIA 77M
1 1 /4" MIN.
EMBEDMENT
1/2" MI IN.
EDGE DISTANCE I
#8 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
RLMSIONS
RW DMRIPTM DATE hPPRDVE�
A REVISED PER NEW CODE 12/04/14 R.L.
B REVISED INSTALLATION DETAILS 07/05/17 R.L.
r1/4" MAX.
SHIM SPACE
� INTERIOR
APPROVED
SEALANT EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES.. BY OTHERS,
NOT SHOWN FOR CLARITY.
Z. PERIMETER A NO JOINT SEALA NT BY OTHERS To BE
DESIGNED IN ACCORDANCE WITH ASTIR E2112
vIwINC0 INC.
P.O. BOX 499
MORGANTOWN, PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER
96" X 48`
FRAME INSTALLATION DETAILS
DRAM: DIIG NO.
A.S. D8—D1485
04E NTS DA1E 03/30/2012 IMM4 OF 8
L. ROBERTO LOM� S F.E.
1<'2 WOODFORD RD LEWISVILLE. No 27000
a5a-G88-GGG9 mamssC+rMrn,:Sce.car�
SIGNED: 07/05/2917
*- 0 511
tAT� OF
-O'.
Luis R. Lomas P.E.
FL No.: 52514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR -- ' - --` —
APPRO
SEAL
STRUT
BY a
1/2" MIN.
F-TEDGE DISTANCE
n
1/4' MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLAPON
1/2" MIN,
EDGE DISTANCE
SMS OR SE
SELF DRILLING /
SCREW ff6 SMS OR J
SELF DRILLINGSCREWS /
METAL J
STRUCTURE
BY OTHERS
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
1 SHIM SPACE
T
RMSIONS
REY D6DRIPIIDN DATE I Apwovm
A REVISED PER NEW CODE 12/04/14 R.L.
B REVISED INSTALLATION DETAILS 07/D5/17 R.L
1/4" MAX.
SHIM SPACE
INTERIOR
APPROVED EXTERIOR
SEALANT
JAMS INSTALLATION DETAIL
METAL STRUCTURE IIJSTALLATION
NOTES:
INTERIOR AND EXTERIOR FINISHES BY OTHERS.
NOTSHOWN FORCLARIT/.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTIV Eli; 2
VIWINCO INC.
P.O. BOX 499
MORGANTOWN. PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER
06" X 49'
FRAME INSTALLATION DETAILS
DRM: DtfG ND.
A.S. DS-01485
sr rr NTS DAZE 03/30/2012 5"MT5 OF e
L. ROBERTO LOW S F.E.
14 P WOO DFOR0 RD LEWISVILLI~ NC 2:02,
aka-OBB-OGG, rni+rn�sChinnu��e.car
SIGNED: 07/05/2017
R 11L 041
(r �
� 1;;A��TlIFFE OF
p��S
/) S��NA
Luis R. Lomas P.E.
FL No.: 52514
2 1/2" MIN•
EDGE DISTANCE
CONCRETE/MASONRY
,
BY OTHERS
• :. a
`
' `' . s 1 1/4' MIN.
a' a
OPTIONAL 1 X BUCK
a• • a `•
`•
a : ' . a EMBEDMENT
TO BE PROPERLY
a ° • ,a
SECURED
—�
SEE NOTE 3 SHEET 1
I
APPROVED
❑
SEALANT
El 1/4" MAX.
(� SHIM SPACE
3/1 B" TAPCON
INTE'R10R
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
3/16" TAPCON
REN610N5
REV DE4CRIMON aTE APPROVED
A REVISED PER NEW CODE 12/04/14 ILL
B REVISED INSTALLATION DETAILS 07/05/17 R.L.
v
a 1/4" MAX.
SHIM SPACE
: •
•• b.a
2 1/2"
MIN.
:a
EDGE
DISTANCE
INTERIOR
APPROVED EXTERIOR
SEALANT
n
JAMB INSTALLATION DETAIL
IJ
SILL TO BE SET
CONCRETE MASONRY INSTA LLA 77ON
ED 0
ED E3
IN A BED OF
APPROVED SEALANT
NOTES:
APPROVED
f. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
SEALANT
FOR
2. FERIMETN E4NDJ OINTRSEALANTBYOTHERS TO BE
'
OPTIONAL BUCK
a
1/4" MAX
SHIM SPACE
DESIGNED INACCORDANCE WITH ASTME2112
SIGNED: 0710512017
T4 BE PROPERLY
�
❑
SECURED
SEE NOTE 3 SHEET 1
--r
VIWINCO INC.
\�\\1u 1.� ��
CONCRETE/MASONRY
1
MORGANTOWNX AB19543
����,J\S�GENS 'v
BY OTHERS
,
; • , : ' • _ ` '.a' a .� ' , a4 • •
r
OCEANVIEW IMPACT HORIZONTAL SLIDER
F
— *• D 6251 �t
a.
a
y e : • aa, • ,
06` X 48"
FRAME INSTALLATION DETAILS
TAT OF
•iy.. '•
:
Q ' • •°
DRAM:
DVS No.
Rfl!
—0 •
'Pr- 0RIO�' \��!
VERTICAL CROSS SECTION
Rf+IF DAZE
B/s/610NtAl
CONCRETEI&IASONRY INSTALLATIOIV
NTS 03/30/20126 �65 OF 8
L. ROSERTOLOWSPE.
14C2 WOODFORD RDLEIVISVRLE ru luw0
as
Luis R. L.E.
P Lomas
4'4-C89-C✓.tB r7A%f4:42lrtank:_5ce.(Llrt
FL No
1 1/4" MIN.
EMBEDMENT
#8 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4 "
/4" MAX.
SHIM SPACE
7/16" MIN _j�-
EDGE DISTANCE II II ❑ -�
7/16" MIN
EDGE DISTANCE
#8 WOOD
SCREW
INTERIOR
LMOGUMCNI
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
REVISIONS
REV DkSCRIPION D$E hppRayEp
A REVISED PER NEW CODE 12/04/14 R L.
B REVISED INSTALLATION DETAILS 07/05/17 JR.L.
WOOD FRAMING
BY OTHERS
#8 WOOD
SCREW
1 1/4"
MIN.
EMBEDMENT
7/16" MIN
EDGE DISTANCE
1/4" MAX
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMIIVG OR 2X 8UCI()jVST4LL4TION
NOTES:
INTERIOR ANO EXTERIOR FIANSRES, By OTHERS.
NOTSHOWN FOR CLARITY.
PERIMETER AND JOINT SEAL ANT 8Y OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTME2172
VIWINCO INC.
P.O. BOX 490
MORGANTOWN. PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER
96" X 48"
FIN INSTALLATION DETAILS
DXM: Dn NO.
A.S. D8-01485
ec+EE NT5 DA7 03/30/2012 --7 OF 8
L. ROBERTO LOM� S F.E
I4S2 WOODFORD RD LEIIISVILLE NC2.702S
4 4-GNB-OGGS rllpm;-a�lrt[xit;cce.rxxr+
SIGNED: 07/05/2017
RI i tL1o4fffyi
STiAY9 OOF
Re
IlIIII1
Luis R. Lomas P.E.
FL No.: 62514
RLIB16NS
REV DESCRIPTION DAZE RMOVED
A REVISED PER NEW CODE 12/04/14 R.L
B REVISED INSTALLATION DETAILS 07/05/17 R.L.
3 1/8" a103�� 2 15/76" 1 7/16" 1 1/2^
U
15/16" 1"
a 3/4'/8^ 1 /8^
3 1/4" —i 1 3/16" r —1 1 1 /4"
Freune Jambs Pull St17es Lock Pall Slider Track Cover Glazinil Bead
VINYL. PVC .080THICK VINYL FVC.070 THICK VINYL .PVC.070THICK VINYL PVC.060 THICK VINYLPVC. 040THICK
��--�--1 2 1/16" 1 13/16"
1 1/4"
0
L �—
0 � � 6^
F�I� 9/1s~
'1 1 1/4' F" 1 1/2. I 1 1/6~ �
Frame Jambs (Nailing Fin) Rails - Top and Bottum Keeper Rail -1 Slider Track Insert Reinforcement
VINYL PVC.080 THICK VINYL PVC. 070 THICK VINYL PVC.070 THICK Anitrrinum 6105 T5, Anodized Alurnirunr 6105T5, Anodized
.090THICK .060 THICK
VIWINCO INC.
P.O. BOX 499
MORGANTOWN, PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER
99" X 48~
COMPONENTS
DRIM: I M No.
OS-01485
NT5 JDAE 03/30/2012 6HMTB OF 8
L. ROBERTO LOW S F.E
I4 2 WOODFORD RD LEIVI,':VILL$ 14C2, 02.
4c4-688-6✓.ti^a HIL—as,01darsctc+.
SIGNED: 0710512017 '
Luis R. Lomas P.E.
FL No.: 52514