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REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 07/10/17 R.L.
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODU WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMEP SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2 T1RA TRANSFER OOD A 1EPROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
RESPONSIBI SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK d 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHI IST BE INSTALLATION DETAILS.
ANCHORED I BUSHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATIdd TLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, I l STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WO * ECURELY DETAILS.
FASTENED I 0 )OW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
BE ANCHOI j NITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
•� v MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTI
6. WHERE 1X WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
COATING 0 PONSIBILITY OF A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
THE ARCH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTHGTH
OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKS S p E SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. 1 ALUMINUM 6063—T5 FU=3OKSI .048" THICK MINIMUM
8. FOR FIN I REQUIRED AT
EACH ANC 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM wm m ,v . 7-, .
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.
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:0711012017
PI oI N o� ass `\\`�S IR I l L ro1,////
MORGANTOWN, PA 19543 •��GENS�:9�,%�
OCEANVIEW IMPACT HORIZONTAL SLIDER _*• 0,.661 *=
72" X 60" �,a (� �`
NOTES :�o• TAT OF
TABLE OF CONTENTS DRAWN: DWG NO. REV -��'cF•:�CORIDP•\����
SHEET N0. NOTES DESCRIPTION scaLE NTS °ATE 08/08/16 08 sOEEr19 OF 6 A ,���SSjONAL`'E G\\"
2 ELEVATIONS L.ROBERTO A 1432 WOODFORD RD LEWISVILLE,NC 27023
Luis R. Lomas P.E.
3 — 6 INSTALLATION DETAILS 434-688-0609 d/omas@Idomaspe.wm FL No.:,62514
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 07/10/17 R.L.
72" MAX FRAME WIDTH 72" MAX FRAME WIDTH
6 MAX MAX60.C. � 6" MAX 6° MAX20.C. 6" MAX
6 MAX 6" MAX 15/16"
j — 1/8" TEMP 1/8,, ANN
EXTERIOR .090 PVB KURARAY
12" 1/8" ANN
601, 16" 601, MAX STEEL SPACER INTERIOR
MAX MAX a MAX D.C. SYSTEM
FRAME O.C. FRAME
HEIGHTHEIGHT �— NSTAGLAZE
1/2" BITE SILICONE
J / / SETTING BLOCK GLAZING DETAIL
6" MAX 6" MAX
OCEANVIEW IMPACT HORIZONTAL SLIDER OCEANVIEW IMPACT HORIZONTAL SLIDER
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
±50.OPSF LARGE AND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
NOTES:
1. MAXIMUM SASH SIZE: 35" X 54 1/2"
2. MAXIMUM D.L.O.: 31 1/2" X 50 3/4"
3. (2) 3/8" X 3/16" WEEPSLOT AT 4 3/8" FROM OUTSIDE CORNER OF BOTTOM RAIL, GLAZING TRACK SIGNED:0711012017
AND INTERIOR WEB AND 3 3/8" FROM OUTSIDE CORNER OF BOTTOM RAIL BOTTOM SURFACE.
5. (4) 1/X 1/8/WEEPSLOTOATAT 5- FROM 5" FROM OUTSIDE IDE SILL CORNEREXTERIOR SIL EXTERIORESASHGTRACK. P.00. BOO 499 \\\`)\S R... .li���i
6 PANEL 1/8" WEEPSLOT AT 1 3/8" FROM INSIDE CORNER OF SILL EXTERIOR SIDE OF INTERIOR MORGANTOWN, PA 19543 v•��GENS�
7. (2) 1" X 1/8" WEEPSLOT AT EACH END OF SILL INTERMEDIATE WALL. OCEANVIEW IMPACT HORIZONTAL SLIDER *.• 0„Sy�61 k=
8. (2) 1" X 1/8" WEEPSLOT AT 3 5/8" FROM OUTSIDE CORNER OF SILL EXTERIOR FACE. 72" X 60"
ELEVATION JTATEE OF
DRAWN: DWG N0. REV •'O�pR10P'\�I
HARDWARE SCHEDULE N.G. 13
A. (2)METAL CAM LOCK WITH KEEPER AT 112"FROM EACH END OF INTERIOR SASH MEETING STILE SCALE NTS DATE 08�08�16 08 s0 29 OF 6 A ass/Of
B. SLIDER SASH T-BOLT AT TOP OF INTEROR AND EXTERIOR MEETING STILES
C. ALUMINUM REINFORCEMENT(10006608)AT INTERIOR AND EXTERIOR SASH MEETING STILES L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
D. ALUMINUM REINFORCEMENT 5516-1 AT INTERIOR AND EXTERIOR SASH MEETING STILES 434-688-0609 Alamas@Irlomaspe.mm
7/16" MIN. REVISIONS
I EDGE DISTANCE REv DESCRIPTION Dare APPROVED
WOOD FRAMING I A REVISED INSTALLATION DETAILS 07/10/17 R.L.
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
APPROVED 1/4" MAX.
SEALANT SHIM SPACE 1 1/4" MIN. 1/4" MAX.
❑L1olr� EMBEDMENT E
SHIM SPACE
INTERIOR
o O 7/16" MIN. ❑�� o
#10 WOOD SCREW EDGE DISTANCE
#10 WOOD
SCREW L l❑
EXTERIOR INTERIOR WOOD FRAMING
O�
OR 2X BUCK El
BY OTHERS
hT
EXTERIOR
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
a WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
O O O O IN A BED OF
aAPPROVED SEALANT
El
APPROVED
SEALANT 1/4" MAX.
SHIM SPACE NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
WOOD FRAMING NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OR 2X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS SIGNED:0711012017
VIWINCO INC. \\\�v+RIILo,lll
VERTICAL SECTION WOODFRAMINGOR2XBUCKINSTA LA ION MORGANTOWNx 9 PA 19543
OCEANVIEW IMPACT HORIZONTAL SLIDER —*• 0,&1251 *=
72" X 6 D E `
INSTALLATION DETAILS ��oo•• TAT OF
DRAWN: DWG NO, REV ����•-'c�OR1�P•\'�'��
08
SCALE NTS Dare 08/08/1 6 SO A
SHEET
OF 6
L.ROBERTO LOMAS P.E.1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R.FL NOLomas P.E.
62514
434-688-0609 rllomasOolrlomaspe.mm
5/8" MIN REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 07/10/17 R.L.
1/4" MAX.
METAL SHIM SPACE
STRUCTURE
BY OTHERS
APPROVED
SEALANT
❑n 1/4" MAX.
aLfl�p r SHIM SPACE
I INTERIOR
SELF
SF DRILLING
OR "p p ❑❑�o
SELLLING MIN.
SCREW EDGEE D DISTANCE 0°
1
ee
#10 SMS OR
SELF DRILLING OCl �1
EXTERIOR INTERIOR SCREWS
a o
METAL APPROVED EXTERIOR
STRUCTURE
BY OTHERS SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET METAL STRUCTURE INSTALLATION
O O O O IN A BED OF
aAPPROVED SEALANT
APPROVED
SEALANT
1/4" MAX. NOTES:
SHIM SPACE 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 WITHASTME2112
SIGNED:0711012017
PI OIN OOX 499 S R.
IILIo���i//
MORGANTOWN, PA 19543 v•�VCENS�,9�,�%
OCEANVIEW IMPACT HORIZONTAL SLIDER _*• 0 9!51 *=
VERTICAL CROSS SECTION 72" X 60"
METAL STRUCTURE INSTALLATION INSTALLATION DETAILS TATE OF
DRAWN: DWG NO. REV °F•'c[0110
SCALE DATE 08 502E939 A //isS��NA"rc�G��\
NTS 08/08/16 4 OF 6
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023
434-666-0609 rllomas@lrlomaspe.com FL No.: 62514
2 1/2" MIN. REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE I APPROVED
CONCRETE/MASONRY A REVISED INSTALLATION DETAILS 07/10/17 R.L.
BY OTHERS • a e
a e' A
° 1 1/4" MIN.
OPTIONAL 1X BUCK " ' 4: EMBEDMENT
SEE NOTES 3 - 7 1 1/4" MIN. 1/4" MAX.
SHEET 1 EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
❑ BY OTHERS v°
APPROVED
1/4" MAX.
SEALANT n� SHIM SPACE
�❑ atr OPTIONAL 1 X BUCK 9
a SEE NOTES 3 - 7 °
SHEET 1 <•0°
00 3/16" TAPCON INTERIOR
3/16" TAPCON o'a aa. ❑ o
� .° • OQ o 0
EXTERIOR a Oe
2 1
INTERIOR MIN.
EDGE
DISTANCE o°
EXTERIOR
SILL TO BE SET APPROVED
SEALANT
IN A BED OF
APPROVED SEALANT JAMB INSTALLATION DETAIL
(] a O APPROVED CONCRETEIMASONRY INSTALLATION
a
SEALANT
NOTES:
1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1 X BUCK SHIM SPACE NOT SHOWN FOR CLARITY.
SEE NOTE 3 - 7 O ❑ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHEET 1 DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0711012017
CONCRETE/MASONRY VIWINCO INC. \\�0\IR
11 I NTO//
BY OTHERS e. "., P.O. BOX 499 \\\J\5.••• �i
a °', : °• MORGANTOWN, PA 19543 `\,••�\CENS 9sii�
a 44
OCEANVIEW IMPACT HORIZONTAL SLIDER =11r• 0,,951 k
INSTALLATION DETAILS �72
�o, STATE OF W:z
:10
DRAWN: DWG NO. REV [pR10
'O••'� P•
�ls•' O9 \
SCALE NTS DATE 08 16 08 08_SOEEr5 OF 69 A
VERTICAL CROSS SECTION / /
CONCRETE/MASONRYINSTALLATION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
W32 WOODFORD RD LEWISVILLE,NC 2702.3 FL No.: 62514
434-688-0609 rllomasC5)ldomaspe.wm
REVISIONS
APPROVED REV DESCRIPTION DATE APPROVED
SEALANT A REVISED INSTALLATION DETAILS 07/10/17 R.L.
BEHIND FIN 1 1/4" MIN.
EMBEDMENT
#6 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4- MAX.
SHIM SPACE WOOD FRAMING 1/4" MAX
3/8" MIN j — BY OTHERS SHIM SPACE
EDGE DISTANCE � = a
❑�� #6 WOOD
a SCREW
O O o 0
1 1/4"N. ❑I J
MIN. (—�
EMBEDMENT
o0
APPROVED
EXTERIOR INTERIOR SEALANT 0�
BEHIND FIN
3/8" MIN 0
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
a0000 �
❑ NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
1/4" MAX 2
` SEALANT BE
SHIM SPACEDESIGNED O T T
SIGNED:0711012017
3/8" MIN VIWINCO INC. ``01%IIII`/l/
EDGE DISTANCE MORGANTOWNx A9�19543 `�\�,J\*�GEN F9,pi���
#6 WOOD WOOD OCEANVIEW IMPACT HORIZONTAL SLIDER *• 0,.6�6
SCREW FRAMING 72" X 60"
1 1/4" MIN. BY OTHERS =�o
APPROVED EMBEDMENT FIN INSTALLATION DETAILS �7DO, TAT OF• tG
SEALANT DRAWN: Dwc No. REV ���F`•:,CORIOP•��'��
BE FIN WOOD EFRAMING OR2X BTICAL UCK INS INSTALLATION scALE NTS DATE 08/08/16 SECTION N.G. sOeEr69 OF 6 A ,'/�ssI0NA110�G�\\
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514
434-689-OSD9 r1lomaselrlomaspe.com
7
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC27023 Report No.: 513769B
434-688-0609
rllomas@Irlomaspe.com
Manufacturer: Viwinco, Inc.
Morgantown Business Park
P.O. Box 499
Morgantown,PA 19543
Product Line: Oceanview Impact Horizontal Slider 72"x 60"
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 08-02939 Revision A, prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: ATI-C7471.01-109-47 signed by Michael D.Stremmel P.E.
Architectural Testing Inc.,York, PA
AAMA/WDMA/CSA 101/I.S.2/A440
Design pressure: ±50.13psf
Water penetration resistance 7.52psf
3. Report No.: ATI-C7471.02-109-47 signed by Michael D.Stremmel P.E.
Architectural Testing Inc.,York, PA
ASTM E1886/El996 Large Missile Impact, Level D,Wind Zone 3
Cyclic Load Test,±50.Opsf design pressure
4. Anchor calculations, report number 513769-1A,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 60"
• Units must be glazed per ASTM El300 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,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 08-02939
Revision A.
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).
I
*• 0 51 • �=
• TATE OF
�I0R0'Q-
ONAhE���`�
I I
1 of 1 Luis R. Lomas, P.E.
FL No.:62514
10/16/2020