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Product Approval Menu>Product or Application Search>Aepllcation List>Application Detail
FL# FLr19281=R3
Application Type Revision
Code Version 2020
Application Status rr ,V2d�
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Viwinco Inc.
Address/Phone/Email P.O. Box 499
Morgantown, PA 19543
(610)286-8884
Sbarnes@Viwinco.com
Authorized Signature Nathan Krebs
nkrebs@viwinco.com
Technical Representative Skyler Barnes
Address/Phone/Email P.O.Box 499
Morgantown, PA 19543
(610)286-8140
sbarnes@viwinco.com
Quality Assurance Representative Nathan Krebs
Address/Phone/Email 851 Hemlock Road
Morgantown, PA 19543
(610)286-8145
nkrebs@viwinco.com
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
ASTM E1886 2013
ASTM E1986 2017
Equivalence of Product-Standards CertifiedSDCOPY
By
Product Approval Method Method 1 Option A
Date Submitted 10/06/2020
Date Validated 10/15/2020
Date Pending FBC Approval
Date Approved 10/19/2020
-- _
IFL# Model,Number or Name Description
119281.1 OceanView Aluminum Vertical/X OceanView Aluminum Vertical/X Mullion 3
Mullion '
•Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL19281 R3 C CAC 464-721 C1R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
+Impact Resistant:Yes 11/24/2022
Design Pressure:N/A Installation Instructions
Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN FL19281 R3 II 08-02884.pdf
PRESSURE RATINGS. Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party:Yes
Evaluation Reports j
FL19281 R3 AE 513697.pdf i
Ii _ _Created_by_Indepennt T de hird Party_Yes_
1-6281.2 SS-Cambridge Aluminum H/T Mullion SS-Cambridge Aluminum H/T Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL19281 R3 C CAC 464-705 QRO.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/09/2024
Design Pressure: +50/-50 Installation Instructions
Other: FL19281 R3 II 08-02803A.pdf
Verified By: L. Roberto Lomas, P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL19281 R3 AE 513593A.(df
Created by Independent Third Party:Yes
19281.3 SS-Cambridge Aluminum Vertical/X SS-Cambridge Aluminum Vertical/X Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL19281 R3 C CAC 464-704 C2RO.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/09/2024
Design Pressure:+40/-40 Installation Instructions
Other: FL19281 R3 II 08-02806.pdf
Verified By: L. Roberto Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL19281 R3 AE 513596.pdf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main St
Danville,VA 24541 Report No.: 513697
434-688-0609
rllomas@irlomaspe.com
Manufacturer: Viwinco,Inc.
Morgantown Business siness Park
P.O. Box 499
Morgantown,PA 19543
Product Line: Ocean View Aluminum Vertical Mullion
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 08-02884 prepared,signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.:ATI-F055.02-109.47 signed by Timothy J,McGill.
Architectural Testing, Inc.,York,PA
AAMA 450-10
Design pressure: ±50.13psf
Water penetration resistance 12.11psf
3. Mullion analyses with anchor calculations,report numbers 513697-1 and-2 in accordance with AAMA 450,options 1
and 3,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: Refer to installation details.
• Maximum unit size: Refer to installation 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 bome debris regions up to wind
zone 3.
• Window units attached to mullion must have their own separate approval.
• Vertical units may be mulled indefinitely as long as maximum unit size is not exceeded.
• Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components;the
mullion or the individual units.
Installation: Units must be installed in accordance with manufacturer's installation instructions and approval
document 08-02884.
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).
E IV
• 0 51' •
TAT OF • Zz
%0 'cZ 0 RIOP• N�\��
1 /ONAL1
1 of 1 s ( i Luis R. Lomas, P.E.
1 I FL No.:�2514�
03/01/2016 J
REVISIONS
REV DESCRIPTION DATE I APPROVED
NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT
REQUIREMENTS OF THE FLORIDA BUILDING CODE. LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO INSTALLATION DETAILS SHEET 3.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. - 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS SHEET 4.
CALCULATIONS. 3. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
BORNE DEBRIS REGIONS UP TO WIND ZONE 3. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO 4. FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SELF DRILLING SCREWS WITH
MULLION. WINDOWS MUST APPROVED UNDER SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
6. SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS
7. DESIGN PRESSURE OF MULLED UNIT SHAALLLL BE CONTROLLED BY THE LESSER DESIGN
WINDOWS MUST BE MANUFACTURED BY O INC. SHOWN IN WINDOW SEPARATE APPROVAL.
B 5. ALL FASTENERS TO BE CORROSION RESISTANT.
B PRESSURE THE MULLION OR THE INDIVIDUALWINDOW UNIT. 6 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
B. UNITS MAY BE MULLED TOGETHER INDEFINITELYITELY .AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN 9. MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5
FU=30KSI 1/8" THICK MINIMUM
7. TO ATTACH CLIP TO MULLION USE (2) #8 x 3/4" SELF DRILLING SCREWS PER CLIP.
8. ATTACH MULLION TO WINDOW FRAME USING #8 X 3/4" SELF DRILLING SCREWS LOCATED 1"
FROM EACH END AND 8" MAX. O.C. THEREAFTER.
SIGNED:0310212016
VIWINCO, INC
MORGANTOWN BUSINESS PARK P.O. BOX 499 \\�\J\S R LD�119���
TABLE OF CONTENTS MORGANTOWN, PA 1.9543 `�,••��GEMs�.s/�
SHEET NO. DESCRIPTION OCEAN VIEW ALUMINUM VERTICAL MULLION *-•//�',IOy6�26 *=
IMPACT ��` 5
1 NOTES NOTES TAT OF
2 - 3 APPROVED CONFIGURATIONS AND CHARTS i0.c'•
DRAWN: Dwc NO. REV i ORI1 .•��'��
4 - 6 INSTALLATION DETAILS N.G. DATE 08 02884 - �/ oNAL;ENG���
7 COMPONENTS NTS 03/1/16 1 SHEET 1 OF 7
rzs
120 1/2" 120 1/2" 120 1/2" REVISIONS
COMBINED WIDTH F_ COMBINED WIDTH COMBINED WIDTH REV DESCRIPTION DATE APPROVED
w1��wz w1 -{� w2 FW1
wz
12 a
WINDOW � WINDOW a � WINDOWFRAME
HEIGHT h WINDO WINDO WINDO h WINDOW
(MULLIONSPAN) / / /�I II II
W1 F^ Wz W1 -i I- 'w2 w1--{I-wz
120 1/2" 120 1/2" 120 1/2"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
120 1/2" 120 1/2" 120 1/2"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
w1-{� w2 w1--{r w2 w1-{r wz
DESIGN PRESSURE TABLE INSTRUCTIONS:
120 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
(� /� CHAPTER 16.
FRAME WINDOW WINDOW /WINDOW NDOW WINDOW 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
HEIGHT WINDOW '�'✓I PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
(MULLION WIDTH.
SPAN) ` ` 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
MULL ON RATING FOR PRODUCT IN STEP 2. MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
APPROVED CONFIGURATIONS PRESSURE OBTAINED IN STEP 1.
Design Pressure ratio
Mullion Tributarywidth m W1 + W2
span(In) 24.00 30.00 36.00 4200 48.00 54.00 60.00 TRIBUTARY WIDTH = 2
24.00 120.0 120.0 120.0 120.01 120.0 1 120.0 120.0
30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
36.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
4200 120.0 120.0 120.0 120.0 120.0 120.0 120.0
49.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
5,00 120.0 120.0 120.0 119.8 115.3 113.9 113.9
60.00 120.0 120.0 109.8 101.3 96.1 93.2 92.2
66.00 120.0 108.5 96.1 87.8 82.3 78.8 76.8
72.00 115.31 97.1 85.4 77.5 71.0 66.2 62.9 SIGNED:0310212016
76.00 104.81 86.7 74.0 65.2 59.0 54.6 51.3 VIWINCD INC ��Illlllf///
90.00 68.8 56.0 477.6 41.8 37.6 34.5 32.2 MORGANTOWN BUSINESS PARK P.O. BOX 499 ���5 R. L p
96.00 56.5 45.9 38.9 34.1 30.5 27.9 25.9 MORGANTOWN, PA 19543 V• I;ENSF9iP��'�
102.00 -47.0 38.1 32.2 28.1 25.2 22.9 21.2 OCEAN VIEW ALUMINUM VERTICAL MULLION =11r• 0 61
108.00 39.5 31.9 27.0 23.5 21.0 16.1 17.6 IMPACT -°
rr
114.00 33.5 27.1 22.8 19.9 17.7 16.0 APPROVED CONFIGURATIONS ��0, TAT OF
120.00 28.7 23.2 19.5 16.9 15.1 - �O.C�•• P•,4uZ
IMPACT RATED UP TO WIND ZONE 3 DRAWN:G DATE DWC NO.
DB S02 84 REV i��/Fss/ONAL1��G\t'\.
SCALE NTS 03/1/16 2 OF 7
L
120 1/2" REVISIONS
COMBINED WIDTH REV DESCRIPTION DATE APPROVED
W1 Ir W2
TRANSOM TRANSOM TRANSOM TRANSOM Maximum design pressure chart(psi
HEIGHT Units with 30"hansom
i_ Height(in) Tributary width(in)
FRAME Window Transom 24.00 30.00 36.00 4200k26.3
54.00 60.00
HEIGHT 36.00 30.00 108.9 90.3 77.8 68.6 55.5 50.6
(MULLION 42,00 30.00 90.0 74.4 64.0 56.5 46.0 42.1
WINDOW WINDOW WINDOW WINDOW SPAN) 48.00 30.00 75.5 62.2 53.4. 47.1 38.6 35.5
HEIGHT 54.00 30.00 64.1 52.7 45.2 39.8 32.6 30.1
66.00 30.00 47.6 39.1 33.4 29.0 24.8 22.1
66.00 30.00 47.6 39.1 33.4 29.3 24.0 22.172.00 30,00 41,6 34.1 29.1 25.5 20.8 19.2
78.00 30.00 35.0 28.6 24.4 21.3 19.1 17.4 16.0
84.00 30.00 1 29.4 24.0 20.4 17.9 1 16.0
W 1 W2J IMPACT RATED UP TO WIND ZONE 3
120 1/2" Maximum design pressure chart(pso
COMBINED WIDTH Units with 36"transom
VX CONFIGURATION Height(In) Tribute width In DESIGN PRESSURE TABLE INSTRUCTIONS:
Window Transom 2R.00 30.00 36.00 42.00 48.00 54.00 1 60.00 1. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
90.6 74.9 64.5 56.9 50.9 46.0 42.0 CHAPTER 16.
36.00 38.00
36.00 36.00 78.4 62.9 54.0 47.7 42.8 38.8 35.4 2• DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
Maximum design pressure chart(psn PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
Units with 18"transom 48.00 36.00 65.1 53.5 45.8 40.4 36.2 32.9 30.2. WIDTH.
54.00 36.00 56.0 46.0 39.3 34.6 31.0 28.2 25.9 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
Height(in) Tribufa width in 60.00 36.00 48.6 39.8 34.0 29.9 26.8 24.3 22.4 THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
Window Transom 24.00 30.00 36,00 4200 48.00 54.00 60.00 66.00 36.00 42,5 34.8 29.7 26.1 23.3 21.2 19.5 MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
36.00 18,00 150.0 136.8 119.0 106.0 95.5 86.9 79.7 72.00 38.00 36.2 29.5 25.1 21.9 19.5 17.7 16.3 MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
4Z 18,00 128.9 107,3 93.2 83.3 75.7 69.3 64.0 78,00 36.00 30.4 24,7 21.0 18,3 16.4 MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
48.00 18.00 103.8 86.2 74.7 66.6 60.7 56.0 52.0 84.00 36.00 25.7 1 20.9 1 17.8 1 15.5 1 - PRESSURE OBTAINED IN STEP 1.
54.00 18,00 85.2 70.6 61.0 54.3 49.3 45.6 42.6 IMPACT RATED UP TO WIND ZONE 3
60.00 18,00 71.1 58.8 50.7 45.0 40.8 37.7 35.2
66.00 18,00 60.2 49.7 42.8 37.9 34.3 31.6 29.5 TRIBUTARY WIDTH = W1 + W2
7200 18.00 51.6 42.5 36.5 32.3 29.2 26.8 25.0 2
78.00 18.00 44.7 36.8 31.5 27.8 25.1 23.0 21.4
84.00 18.00 38.7 1 31.8 1 27.3 1 24.1 21.8 1 20.0 18.5
IMPACT RATED UP TO WIND ZONE 3
Maximum design pressure chart(pso
Units with 24'transom
Height(In) Tributary width(n)
Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00
36.00 24.00 132.7 110.2 95.2 84.2 75.4 68.3 62.4
SIGNED:0310212016
42.00 24.00 107.2 88.8 76.6 67.9 61.2 55.7 51.1 VIWINCOr INC
\\5`R�����
48,00 24.00 88.2 72.9 62.8 55.5 50.2 46.0 42.4 \
54.00 2400 73.7 60.8 52.3 46.2 41.7 38.2 35.4 MORGANTOWN BUSINESS PARK P.O. BOX 499 ` J\ 41 /ice
60.00 24.00 62.4 51.4 44.1 38.9 35.1 32.1 29.8 MORGANTOWN, PA 19543 `v�•�\GENSF9��l
66.00 2400 53.5 44.0 37.7 33.2 29.9 27.4 25.4 OCEAN VIEW ALUMINUM VERTICAL MULLION =*• 0 51
72.00 24.00 46.3 38.0 32.5 28.6 25.7 23.5 21.6 IMPACT - -
78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9 APPROVED CONFIGURATIONS p T :
84.00 24.00 33.6 27.6 23.5 20.7 18.6 17.0 15.7 •A
IMPACT RATED UP TO WIND ZONE 3 DRAWN: DWC NO. REV i��. C 0 R(OP•� ��
scaLE NTS JDATE 03/1/16 08 sOEEr340F 7 //
AIL
MULLION COVER WINDOW FRAME REVISIONS
MULLION REFERENCE ONLY REV DESCRIPTION DATE APPROVED
O � O
C7 � A o
CLIP #S SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX 1 1 MIN
EMBEDMENT 7/16" MIN WOOD FRAMING
CLIP EDGE DISTANCE OR 2X BUCK
BY OTHERS
C #8 WOOD CREW 1 1/4" MIN
EMBEDMENT
1/4" MAX
SHIM
SPACE
7/16" MIN
O� EDGE DISTANCE
/ WOOD
SCREW
MULLION INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK SUBSTRATE
HEAD SHOWN,SILL SIMILAR
SIGNED:0310212016
INC
MORGANTOWN UISINESSO,PARK P.O. BOX 499 �'\�t 1R�1C0
MORGANTOWN, PA 19543 v•��GENS+ 9s�-r�
OCEAN VIEW ALUMINUM VERTICAL MULLION _*• o,,61251 *=
IMPACT T((A�T**E
INSTALLATION DETAILS
i0•. P
DRAWN: DWG NO. REV �i�'PFs (OR
08-0
s— NTS DATE 03/1/16 E84 4OF 7 ���/S////111 a����
REVISIONS
MULLION COVER WINDOW FRAME
MULLION REFERENCE ONLY REV DESCRIPTION DATE APPROVED
o � o
CO Q m
CLIP #8 SELF DRILLING SCREW
SEE ANCHORING NOTE 6
SHEET 1
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX
5/8" MIN METAL
CLIP EDGE DISTANCE STRUCTURE
D SELF BY OTHERS
DRILLING
SCREW
4
1/4" MAX
SHIM
SPACE
U l MIN
� EDGEGE DISTANCE
/ #8 SMS OR
SELF DRILLING
SCREW
MULLION INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
HEAD SHOWN,SILL SIMILAR
SIGNED:0310212016
VIWINCO, INC \����71111►►rri,�
MORGANTOWN BUSINESS PARK P.O. BOX 499 � \S R'•�02���i�
MORGANTOWN, PA 19543 v \GENS':9��i�
OCEAN VIEW ALUMINUM VERTICAL MULLION _ 4. 1.
o,�6F51IMPACT
INSTALLATION DETAILS 0ATE OF �'r
DRAWN: DWI;NO* REV 0�� �C0ROP'\ �\
scaE DATE 08 sOPE884 — ���/SS�ONALIE�G��\
NTS 03/l/16 5 OF 7
MULLION COVER WINDOW FRAME REVISIONS
MULLION REFERENCE ONLY REv DESCRIPTION DATE APPROVED
O U O
ca ¢ co
2 1/2" MIN
CLIP #8 SELF DRILLING SCREW EDGE DISTANCE
SEE ANCHORING NOTE 6
SHEET 1 F__1 1/4" MIN CONCRETE/MASONRY
3" MAX 3" MAX 4" MAX 4" MAX 3" MAX 3" MAX EMBEDMENT BY OTHERS
CLIP .°: ..'. ° •'_ '
1 1/4" MIN
EMBEDMENT
4
#8 WOOD
SCREW 1/4" MAX
SHIM
SPACE
MIN
EDGEGE DISTANCE
3/16" TAPCON
MULLION INSTALLATION DETAIL
CONCRETE MASONRY INSTALLATION
HEAD SHOWN,SILL SIMILAR
SIGNED:0310212016
INC
MORGANTOWN UISINESSO,PARK P.O. BOX 499 \���J11�09i��.
MORGANTOWN, PA 19543 \r••�\G�NS�.���
OCEAN VIEW ALUMINUM VERTICAL MULLION _*• 0 61
IMPACT i:1 A( OF \
INSTALLATION DETAILS ��0, TAT
DRAWN: DWG NO. REV i�'c••�CpR10P.
scAEE NTS DATE 03/1/16 OS SHEET
640F 7 ,/��SSj�NAL}EaG����
REVI510N5
REY DESCRIPTION DATE APPROVED
1 7/8' 7/16n
13/16"
-{ 1/2" 3 1/16"
15/16" a 648-
T
L� 7/116"
CLIP DETAIL MULLION PART 2411-A
GALVANIZED STEEL.070"THICK ALUMINUM 6105-T5 MULLION COVER
MOMENT OF INERTIA:.4048 IN14 PVC.050"THICK
SECTION MODULUS:.2614 IN13
COVER
FRAME WINDOW
REFERENCE ONLY WINDOW
INTERIOR SEE ANCHOR NG NOTE 4
SHEET 1
#8 X 3/4" SELF TAPPING
SCREWS
1" FROM EACH END
8" MAX O.C.
SEE ANCHORING NOTE 8
af`-? p p � SHEET 1
MULLION
EXTERIOR
WINDOW TO MULLION ATTACHMENT SIGNED:0310212016
DETAIL VIWINCO, INC
MORGANTOWN BUSINESS
PAR P.O. BOX 499 \����J\r?.GE .0'11��Z�i��
OCEAN VIEW ALUMINUM VERTICAL MULLION =*• 0 @1
IMPACT COMPONENTS ��0, OF
TAT <y
DRAWN: owc No. REV %0'�FS'cCOR10P
SCALE DATE O8 SOE 884 11
E����\
NTS 03/1/16 7 OF 7
Document Title: Doc No: FRM B1-02
1 1
Rev No: 7 Page: Of
= Structural Performance
KEYST®�9 Certification
C CRTt FICATION S.INC.
{'
Authorization Report
Required By: PRO 131-03
CAR& Product ID Number: 464 - 721.0
Issue Date: 12/3/2015
Revision Date: 9/30/2020
Expiration Date: 11/24/2022
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 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.keystDnecerts.com.
Licensee Information: Product Information:
Viwinco, Inc. Model: O�-cean View Aluminum Vertical/X:Mullion'`
851 Hemlock Rd, Morgantown Business Pa Operator Type: Mull
Morgantown, PA 19543-0499 Config: No
USA Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10 &ASTM E1886-13a/1996-17 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: ATI-F0550.02-109-47-R1
Test Report Expiration: 11/24/2022
Authorized Signature: Keystone Certifications, Inc.
A . .r 20200930 145 Limekiln Rd. Suite 100B
`�_ �" _ New Cumberland, Pennsylvania 17070
�1�3:18:29 -04'00' Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
KYSTQ NP. Appendix 1 CAR No:464_721 C1112
�E�^R�..ro�s•��� Expiration Date:11/24/2022
Viwinco, Inc.
851 Hemlock Road
Morgantown Business Park
Morgantown,PA 19543
Load Tables for the:
Ocean View Aluminum Vertical Mullion
Mullion Tributa width in
span
in 24.00 30.00 36.00 42.00 48.00 54.00 60.00
24.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
30.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
36.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
42.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
48.00 120.0 120.0 120.0 120.0 120.0 120.0 120.0
54.00 120.0 120.0 120.0 119.8 115.3 113.9 113.9
60.00 120.0 120.0 109.8 101.3 96.1 93.2 92.2
66.00 120.0 108.5 96.1 87.8 82.3 78.8 76.8
72.00 115.3 97.1 85.4 77.5 71.0 66.2 62.9
78.00 104.8 86.7 74.0 65.2 59.0 54.5 51.3
84.00 85.0 69.3 59.1 52.1 47.1 43.5 40.8
90.00 68.8 56.0 47.6 41.8 37.6 34.5 32.2
96.00 1 56.5 45.9 38.9 34.1 30.5 27.9 25.9
102.00 47.0 38.1 32.2 28.1 25.2 22.9 21.2
108.00 39.5 31.9 27.0 23.5 21.0 19.1 17.6
114.00 33.5 27.1 22.8 19.9 17.7 16.0 -
120.00 28.7 23.2 19.5 16.9 15.1 - -
Impact Ratings
ASTM E1996-Wind Zone 3
Keystone Certifications, Inc. 564 Old York Road,Suite 5 Etters,PA 17319
Phone:717.932.8500
www.keystonecerts.com
k6 STO,t, Appendix 1 CAR No:464-721 CiR2
�ERrF�aro�s•��� Expiration Date:11/24/2022
Load Tables for the:
Ocean View Aluminum X Mullion
18"Transom
Hei ht in Tributary width in
Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00
36.00 18.00 150.0 136.8 119.0 106.0 95.5 86.9 79.7
42.00 18.00 128.9 107.3 93.2 83.3 75.7 69.3 64.0
48.00 18.00 103.8 86.2 74.7 66.6 60.7 56.0 52.0
54.00 18.00 85.2 70.6 61.0 54.3 49.3 45.6 42.6
60.00 18.00 71.1 58.8 1 50.7 45.0 40.8 37.7 35.2
66.00 18.00 60.2 49.7 42.8 37.9 34.3 31.6 29.5
72.00 18.00 51.6 42.5 36.5 32.3 29.2 26.8 25.0
78.00 18.00 44.7 36.8 31.5 27.8 25.1 23.0 21.4
84.00 18.00 38.7 31.8 27.3 24.1 21.8 20.0 18.5
24"Transom
Hei ht in Tributary width in
Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00
36.00 24.00 132.7 110.2 95.2 84.2 75.4 68.3 62.4
42.00 24.00 107.2 88.8 76.6 67.9 61.2 55.7 51.1
48.00 24.00 88.2 72.9 62.8 55.5 50.2 46.0 42.4
54.00 24.00 73.7 60.8 52.3 46.2 41.7 38.2 35.4
60.06 24.00 62.4 51.4 44.1 38.9 35.1 32.1 29.8
66.00 24.00 53.5 44.0 37.7 33.2 29.9 27.4 25.4
72.00 24.00 46.3 38.0 32.5 28.6 25.7 23.5 21.8
78.00 24.00 40.4 33.2 28.3 24.9 22.4 20.4 18.9
84.00 24.00 33.6 27.6 23.5 20.7 18.6 17.0 15.7
Impact Ratings
ASTM E1996-Wind Zone 3
Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319
Phone:717.932.8500
www.keystonecerts.com
1
KE,YSTO E, CAR No:464-721 C1R2
Appendix
cERnRo..ror,s.""�• Expiration Date:11/24/2022
Load Tables for the:
Ocean View Aluminum X Mullion
30"Transom
Height In Trlbuta width in
Window Transom 24.00 30.00 36.00 42.00 1 48.00 54.00 60.00
36.00 30.00 108.9 90.3 77.8 68.6 61.4 55.5 50.6
42.00 30.00 90.0 74.4 64.0 56.5 50.7 46.0 42.1
48.00 30.00 75.5 62.2 53.4 47.1 42.4 38.6 35.5
54.00 30.00 64.1 52.7 45.2 39.8 35.7 32.6 30.1
60.00 30.00 55.0 45.2 38.6 34.0 30.5 27.8 25.7
66.00 30.00 47.6 39.1 33.4 29.3 26.3 24.0 22.1
72.00 30.00 41.6 34.1 29.1 25.5 22.9 20.8 19.2
78.00 30.00 35.0 28.6 24.4 21.3 19.1 17.4 16.0
84.00 30.00 1 29.4 24.0 1 20.4 1 17.9 16.0 -
36"Transom
Hei ht in Trib tary width in
Window Transom 24.00 30.00 36.00 42.00 48.00 54.00 60.00
36.00 36.00 90.6 74.9 64.5 56.9 50.9 46.0 42.0
42.00 36.00 76.4 62.9 54.0 47.7 42.8 38.8 35.4
48.00 36.00 65.1 53.5 45.8 40.4 36.2 32.9 30.2
54.00 36.00 56.0 46.0 39.3 34.6 31.0 28.2 25.9
60.00 36.00 48.6 39.8 34.0 29.9 26.8 24.3 22.4
66.00 36.00 42.5 34.8 29.7 26.1 23.3 21.2 19.5
72.00 36.00 36.2 29.5 25.1 21.9 19.5 17.7 16.3
78.00 36.00 30.4 24.7 21.0 18.3 16.4 - -
84.00 36.00 25.7 20.9 17.8 15.5 - - -
Impact Ratings
ASTM E1996-Wind Zone 3
Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319
Phone:717.932.8500
www.keystonecerts.com ���