HomeMy WebLinkAboutProduct Approval (4) �ro(r _ b3yv
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REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED PER NEW CODE 12/04/14 R.L.
B REVISED PER NEW TESTING 11/24/2020 R.L.
(-6
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PR d LY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIR SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD F 3 THE TO PROPERLY
TRANS 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
FI �J
RESPO SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2.,
3. 1X BU MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
4. WHERE l� E ANCHORED DETAILS.
THROU ` ��lyyy INSTALLATION 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTRU MASONRY, DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
CONCR STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
5. WHERE IE SECURELY
FASTEII 18. ALL FASTENERS TO BE CORROSION RESISTANT.
a o UNITS MAY BE 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
ANCH ^ WITH MANUP MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
�"�
I SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
6. WHERE TED WITH APPROVED A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
COATII RESPONSIBILITY OF B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ) C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKI JLL FRAME SUPPORT D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
IS P �• ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
8. FOR A AS REQUIRED AT 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
EACH = OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
GREA.— IN SHEET 2.
9. SHIMS SHALL BE LOCATED, APPLIED AND MHVC 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, SEE SHEET 3 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 #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: 1212312020
INCO INC.
851WHEMLOCK RD ��S IF.i
MORGANTOWN, PA 19543 `�v•"\CENSF9cP�%
SIGNATURE/VIWINCO IMPACT FIXED =*• 0 61 k=
WINDOW
NOTES ��,�oo TAT OF t,r`
•
TABLE OF CONTENTS DRAWN: DWG N0. REV 0'�•• c[ORI�P••���
SHEET NO. DESCRIPTION 08 SHEET
B 6/0NALIE�\\�%
SCALE DATE
1 — 2 ELEVATION, ANCHORING AND NOTES NTS 03/05/12 1 OF 6
3 CROSS SECTIONS AND B.O.M. L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
4 — 6 INSTALLATION DETAILS 434-68e-0609 dlomas@lrlamaspe.com
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED PER NEW CODE 12/04/14 R.L.
B REVISED PER NEW TESTING 11/24/2020 R.L.
72" MAX FRAME WIDTH 72" MAX. FRAME WIDTH
r^r MAX 'O.C. '{ 1" MAX 6" MAX. 10.1 MAX o O.C. 6" MAX.
1" MAX 6" MAX.
L / / 10„
6 MAX
MAX O.C. / O.C.
72"
MAX
FRAME / MAX.
/
FRAME
HEIGHT
/ HEIGHT
SIGNATURE/VIWINCO IMPACT FIXED SIGNATURE/VIWINCO IMPACT FIXED
EXTERIOR VIEW EXTERIOR VIEW FRAME
FIN INSTALLATION FLUSH INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+55.OPSF LARGE AND SMALL SIGNED: 1212312020
MISSILE IMPACT V IW I N C O INC. \\011111111//
MISSILE LEVEL D,WIND Z72'X72'U IT SHOWN,OTHER SIZ SONE APPROVEDAS MORGANTOWN,OPA 1R9543 \vJ\c'�GENOJi�i�
LONG AS FRAME AREA DOES NOT EXCEED 36 FIz F
SIGNATURE/VIWINCO IMPACT FIXED _ir• 0 61 *=
WINDOW _,9 E
NOTES: ELEVATIONS ��0, TAT OF
1. D.L.O.:661/2"X661/2" DRAWN: DWG NO. REV �'P••'PCpR10Q.*'i'—
A.S. 08-01472 B �i/�ip*.••'l�G \
SCALE DATE SHEET
03/OS/12 2 OF 6 / 1
NTS 11111111/
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 Alamas@140maspe.mm
Allk
PARTS LIST REVISIONS
NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 1 REV DESCRIPTION DATE APPROVED
1 B915 FRAME Deceuninck PVC A REVISED PER NEW CODE 12/04/14 R.L.
2 5846 GLAZING BEAD Deceuninck PVC ❑ INTERIOR ❑ B REVISED PER NEW TESTING 11/24/2020 R.L.
3 7940 WEEP HOLE COVER Ashland PVC
4 7240T SETTING BLOCKS TB Philly VINYL
5 3462 SILICONE DOW (TB PHILLY) SILICONE D
1 �O
Q� EXTERIOR
HORIZONTAL SECTION
EXTERIOR INTERIOR 15/16"
1/8" ANN.
5 2 .100" SG BY KURARAY
1/8" ANN. 1/8" TEMP.
EXTERIOR REINFORCED BUTYL
SPACER SYSTEM
4 1/2" BITE INTERIOR
STRUCTURAL SEALANT SETTING BLOCK
DOW INSTAGLAZE
3 a �� GLAZING DETAIL
VERTICAL SECTION
SIGNED: 1212312020
4 1/16"
OPTIONAL FIN FRAME
VIINCO INC.
851WHEM HEMLOCK RD RIICO '////
4 1/16 a MORGANTOWN, PA 19543 •'\GEN6,'.9�1�ii
SIGNATURE/VIWINCO IMPACT FIXED 0 61 ••?*_
4 1/16" LLL������ WINDOW
C CROSS SECTIONS ��• TAT OF cu
7 8' ¶II JAI 2 13/16' i�••'c
/ DRAWN: DWG N0. REV / � `
i � f- 1 1/16" 0 sc SE NTS DATE 03/OS/12 OF 6 08 OEEr 32 B ,//)W/0NA 11�
s
Glazing Bead Frame Frame(Nailing Fin) L.ROBERTO LOMAS P.E.
VINYL PVC.061 THICK VINYL PVC.078 THICK VINYL PVC.078 THICK 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E.
434-666-0609 rl/omas@Ir/omaspe.com FL No.: 62514
Ar
1/2" MIN. REVISIONS
EDGE DISTANCE 1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
WOOD FRAMING METAL A REVISED PER NEW CODE 12/04/14 R.L.
OR 2X BUCK STRUCTURE B REVISED PER NEW TESTING 11/24/2020 R.L.
BY OTHERS 1 1/4" MIN. BY OTHERS
EMBEDMENT
APPROVED MAX. APPROVED O ❑ 1 4' MAX.
SEALANT SHIM SPACE SEALANT SHIM
10 WOOD
# NOTES.,:
INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT
#10 SMS OR SHOWN FOR CLARITY.
SELF DRILLING
EXTERIOR INTERIOR SCREW
EXTERIOR
INTERIOR
#10 WOOD
SCREW
#10 SMS OR
SELF DRILLING
SCREW
APPROVED APPROVED
SEALANT 1/4" MAX. SEALANT
ED SHIM SPACE 1/4" MAX.
11 SHIM SPACE
WOOD FRAMING �1 METAL
OR 2X BUCK 1 1/4" MIN. STRUCTURE
BY OTHERS EMBEDMENT BY OTHERS
1/2" MIN EDGE DISTANCE -t 1/2" MIN EDGE DISTANCE
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION
1 1/4" MIN. 1/4" MAX.
1/4" MAX. EMBEDMENT SHIM SPACE
SHIM SPACE
1/2" M+ IN ❑
1/2" MIN. ❑ EDGE
EDGE DISTANCE SIGNED: 1212312020
DISTANCE
INTERIOR INCO INC.
[LLNOR
a WOOD 851WHEMOCK RDVti0#10 SMS OR #10SCREW MORGANTOWN, PA 19543 �SELF DRILLING SIGNATURE/VIWINCO IMPACT FIXED *' 0,&�
SCREWS (�WOOD FRAMING WINDOWMETAL OR 2X BUCK INSTALLATION DETAILS �0 TAT OFSTRUCTURE R -. F
BY OTHERS EXTERIOR BY OTHERS DRAWN: DWG NO. REV COR10p;•
APPROVED APPROVED scSE DATE O8 s01472 B sS1ONAj1��G��`
SEALANT SEALANT NTS 03/05/12 4 OF 6
JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 434-688-0609 rllomasOa lr/omaspe.mm .• 62514
Ar
2" MIN. —�I REVISIONS
EDGE DISTANCE REV DESCRIPTION DATE APPROVED
CONCRETE/MASONRY I A REVISED PER NEW CODE 12/04/14 R.L.
BY OTHERS `° a a a ° B REVISED PER NEW TESTING 11/24/2020 R.L.
a 1 1/4" MIN.
OPTIONAL 1X BUCK ° ° °' d. EMBEDMENT 1 1/4" MIN.
TO BE PROPERLY EMBEDMENT
SECURED
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
❑APPROVED BY OTHERS
SEALANT 1/4" MAX. OPTIONAL 1X BUCK °° SHIM SPACE
SHIM SPACE TO BE PROPERLY
SECURED
SEE NOTE 3 SHEET 1
3/16" TAPCON 3/16" TAPCON • a
Q
INTERIOR
EXTERIOR 2„ D7 s�
INTERIOR
•
3/16" TAPCON MIN.
EDGE �
APPROVED DISTANCE °
El\�:71
SEALANT
EXTERIOR
O 1/4" MAX. APPROVED
OPTIONAL 1X BUCK
SHIM SPACE SEALANT
TO BE PROPERLY � � � ❑
SECURED JAMB INSTALLATION DETAIL
SEE NOTE 3 SHEET 1 CONCRETE/MASONRYINSTALLATION
CONCRETE/MASONRY
BY OTHERS ° ,
1 1/4" MIN.
• '° EMBEDMENT
c
•. NOTE:
° ° INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT
SHOWN FOR CLARITY.
2" MIN- SIGNED: 1212312020
EDGE DISTANCE
VERTICAL CROSS SECTION INCO INC.
851WHEMLOCK RD `���9 Vt.iIL0'ti ''
CONCRETEAMASONRY INSTALLATION MORGANTOWN, PA 19543 V•*\GEIVS�94p
SIGNATURE/VIWINCO IMPACT FIXED ;*• 0 S/261 k
WINDOW =
INSTALLATION DETAILS �` STATE OF ;":
0
DRAWN: DWG NO, REV FS F<ORIOP''G\'�\�
NTS DATE 03/05/12 08 SOHEET55 OF 6 B //YAS��NAL1�N
SCALE
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
434-688-0609 rllomas@lr/omaspe.com
REVISIONS
REV DESCRIPTION DATE APPROVED
1 1/4" MIN. A REVISED PER NEW CODE 12/04/14 R.L.
#8 WOOD
EMBEDMENT WOOD B REVISED PER NEW TESTING 11/24/2020 R.L.
SCREW FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
7/16" MIN
EDGE DISTANCE WOOD FRAMING 1/4" MAX
BY OTHERS I SHIM SPACE
Q� #8 WOOD
SCREW
Q -
1 1/4 INTERIOR
MIN.
EXTERIOR INTERIOR EMBEDMENT
Q o�
7/16"MIN EXTERIOR
EDGE DISTANCE
a 1/4" MAX JAMB INSTALLATION DETAIL
O SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION
7/16" MIN
EDGE DISTANCE
#8 WOOD- WOOD NOTE:
SCREW FRAMING INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT
EMBEDMENT 1 MIN. BY OTHERS SHOWN FOR CLARITY.
SIGNED: 1212312020
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION INCO INC.
851WHEMLOCK RD ��\\\\51RIIL0Z//��/�
MORGANTOWN, PA 19543 v• GENSF.9��i�
SIGNATURE/VIWINCO IMPACT FIXED *� 0, 6� it=
WINDOW �,fl E �
INSTALLATION DETAILS ��0, TAT OF ��
E
DWG N0. REV �0��•FCORIOP•\��`�
OBSOE�72 B //�sS�ONAj1G03/05/12 6 OF 6L.ROBERTO LOMAS P.E Luis R. Lomas P.E.
ODFORD RD LEWISVILLE,NC 27023FL No.: 62514
6H-0609 rliamas�7a/rlomaspe.com
L. Roberto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No.: 512096C
434-688-0609
rllomas@lrlomaspe.com
Manufacturer: Viwinco, Inc.
Morgantown Business Park
P.O. Box 499
Morgantown,PA 19543
Product Line: Signature/Viwinco Impact Fixed
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 B,prepared,signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: ATI-73934.01-109-47 signed and sealed by Michael D.Stremmel, P.E.
3. Architectural Testing Inc.,York, PA.
AAMA/WDMA/CSA 101/I.S.2/A440
Design pressure: ±55.Opsf
Water penetration resistance 12.Opsf
4. Report No.:ATI-12478.01-109-47 signed by Timothy J.McGill.
Intertek,York, PA
ASTM E18861 E1996 Large Missile Impact, Level D,Wind Zone 3
Cyclic Load Test,±60.Opsf 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: ±55.Opsf
• Maximum unit size: 72"x 72"
• 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, 08-01472
Revision B.
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).
N JCS.. . . ..041
�
*• o 51
!� TAT E OF
QNAL
1 of 1
FL No.:62514
12/23/2020