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BusinesOt'lli.1111)Product Approval
Professi nal USER:Public User
Regulation
n}!f 1!fm Product Approval Menu>Product or Application Search>Application List>Application Detail
n � FL# FL17444
Application Type New
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Ventana USA
Address/Phone/Email 6001 Enterprise Drive
Export,PA 15632
(724)327-9342
fbc@buildingdrops.com
Authorized Signature Joe Brannagan
fbc@buildingdrops.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Casement
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
® Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/23/2014
Date Validated 01/09/2015
Date Pending FBC Approval
Date Approved 01/15/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6... 6/26/2015
Florida Building Code Online Page 2 of 2
Summary of Products
FL# Model, Number or Name Description
17444.1 Series 2050 Greenhouse Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17444 RO C CAC 010-118CAR.od f
Approved for use outside HVHZ: Yes FL17444 RO C CAC 010-201CAR.od f
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 10/09/2018
Other:Please refer to installation instructions,VEN001,and Installation Instructions
evaluation report,PER 3289, for further limitations of use. FL17444 RO II VEN001 SS 2015-01-0 2.Ddf
Verified By: Hermes F. Norero,P.E. FL P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17444 RO AE PER3289 SS 2015-01-02.odf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street.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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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6... 6/26/2015
VENTANA USA /_
INSTALLATION NOTES: ` j VENTANA
1.ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR SERIES 2050 GARDEN WINDOW (I MPA C T)
LOCATION SHOWN.
VENTANA USA
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE - 6001 ENTERPRISE DRIVE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT EXPORT.PA 15632-8969
INSTALLATION. PH:(724)325-3400 F%:(724)327-0540
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A �V)" m Y
TOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE GENERAL NOTES: 63 MAX FRAME WIDTH v O C.1�tv
ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF a 7 Z p o
TOLERANCES).TOLERANCES ARE NOTCUMULATIVE FROM ONE 1. THE PRODUCTSHOWN HEREIN IS DESIGNEDAND
INSTALLATION ANCHORTOTHE NEXT. MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING A o
CODE(FBC),EXCLUDING HVHZAND HAS BEEN EVALUATED I 3 3 w 2 x
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD ACCORDING TO THE FOLLOWING: w o > Q
BEARINGSHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE I/4 AAMA/WDMA/CSA 101/I.S.2/A44D-08 a�Z Zw gym¢
INCH UNLESS OTHERWISE NOTED.SHIM WHERE SPACE OF 1/16 ASTM E 1886-0S I w
INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF ASTM E 1996-12 N Z a a Q FZ4 Z< m
HIGH DENSITY PLASTIC OR BETTER. I I w w 10 Q fA
2.ADEQUACY OF THE EXISTING STRUCTURAL I 1 a o< H 2
S.FOR INSTALLATION INTO WOOD FRAMING USE#10 WOOD CONCRETE/MASONRY,2X FRAMING AND METALSTUD I j / w¢ u~j a m w w
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE / z LU /�'7 w 6
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT I I a m
R LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE G C
6.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. I I
OR DIRECTLY INTO CONCRETE/MASONRY,USE 3116 INCH I
? DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND
1/4 INCH MINIMUM EMBEDMENT INTO SUBSTRATE. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE I I >`
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ( 63"MAX cp
7.FOR INSTALLATION THROUGH LEVE 3 HR USE MI TEKSCREWS FRAME HEIGHT
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD I
OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM 42 7/8"MAX. 5"M
FORTHE PROTECT OF INSTALLATION.
PENETRATION BEYOND METAL FRAME SUBSTRATE. D.L.O. � F
8.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC j 3
�Jl`
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC Z
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE f"� O
VENEER,AND SIDING. E '�\ H
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED F-
v I 3 N
9.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE H
MADE OF CORROSION RESISTANT MATERIAL OR HAVE DOCUMENTS FOR USE WITH THIS DOCUMENT.DOCUMENTS `
SHALL BE APPROVED BY AUTHORITY HAVING JURISDICTION J V
CORROSION RESISTANT COATING. (AHJ) LU V)
lO.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INS-TALLn S.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON
INSTALLATION ANCHORS INTO MORTARBLOCK ORE EDGED ISTANCE THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE IN 4-9/16"PLYWOOD TO BE
J MEASURED FROM FREE EDGE K.BLOCK OR EDGE OF MORTAR WIND ZONES 3 OR LESS. ANCHORED TO OPENING
JOINT INTO FACE SHELL OF BLOCK. B
3 D
11ANSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE 6.WINDOW FRAME MATERIAL:PVC&5/4 PLYWOOD 3
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, ("DOMESTIC FIR CORE",MIN.S.G.=0.42)
Z
STRENGTHS LESS THAN THEMINIMUM STRENGTH SPECIFIED BY
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH 7.GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS 17"MAX PROJECTION \\
FROM EXTERIOR WALL �\\
f THE ANCHOR MANUFACTURER. CHARTS.SEE SHEET 3 FOR GLAZING DETAILS, � 0
i•- ''w
12.INSTALIATIONANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE Q•
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES: LL.
ELEVATION
A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. Eli
F
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. TABLE OF CONTENTS
C. CMU MASONRY-STRENGTH CONFORMANCETO ASTM C-90,
r� GRADE N,TYPE 1(OR GREATER)WITH MINIMUM SHEET SHEET DESCRIPTION '���C�'•'�••.
$4 COMPRESSIVE STRENGTH OF 2000 PSI. 1 INSTALLATION d GENERAL NOTES AND ELEVATION DESIGN PRESSURE TABLE O\
D. STEEL-MINIMUM YIELD STRENGTH OF 33 K51.MINIMUM IB I y PR \\
GA.WALLTHICKNESS.
6 2 VERTICAL SECTIONS_ MAX.FRAME SIZE I MAX.DP I IMPACT RATING W m m Z W
13.INSTALLATIONSHALL FOLLOW MANUFACTURERS Z y U- ¢F-
$ RECOMMENDATIONS FOR SEALING WINDOWS AND ACCESSORY 3 HORIZONTAL SECTIONS d GLAZING DETAIL 63"X 63" •50/-50 PSF LMI Q�! U) = N Z
ITEMS. p IQ
Digitally signed by Hermes F Norero,P.E. DWG#:
Reason:I am approving this document VEN001
Date:2015.01.02 11:35:57-05'00' SHEET: 1 OF 3
SHEATHING 2 1/2"MIN. 2 1/2"MIN.
BY OTHERS EDGE DISTANCE EDGE DISTANCE
EXTERIOR FINISH CONCRETE/MASONRY ' VENTANA
BY OTHERS BY OTHERS 1=/
....,::: +•••• 3/16"ITW TAPCON INSTALLATION
ANCHORS SPACED 6"FROM CORNERS VENTANA USA
AND 12-3/4"ON CENTER 6001 ENTERPRISE DRIYE
11/4"MIN. w.'. EXPORT,PA 15632-8969
EMBEDMENT ' IX WOOD BUCK BY PH:Q29)325-3400 FX:(24)327-0540
OTHERS(OPTIONAL)
BALKER ROD BY OTHERS EALANT 1/2"MAX.SHIM SPACE v
...........
USE LOAD BEARING SHIMS z
o
AT EACH ANCHOR LOCATION o� Z H>m X
SEE GLAZING �� o �m m E;
SEE GLAZING DETAIL I h 30
O.A. DETAIL 1 "'Z M W v
Q �m<
WINDOW 8 3 \ OQ 1 1/4"PLYWOOD \ � m Z H m a
HEIGHTXT-22
r \` �'` DO INTERIOR TYPICAL D Q > Lu —1 Q Z
ir .1c
VERTICAL SECTION C VERTICAL SECTION°-�00 _ 1 ��j
FIXED LITE SILL-METAL STUD 2 VENT LITE AND SLOPED FIXED LITE
's SEE GLAZING
DETAIL 2,SIM. — EXTERIOR INTERIOR
a
EXTERIOR INTERIOR m
VER TICAL SECTION SEE GLAZING \ /
G DETAILI \
SEE GLAZING / 2 HORIZONTAL MULLION 0
DETAIL 2
- - SEE GLAZING - - F-{ Z
DETAIL 1
\ H
SEE GLAZING - - af
af
DETAIL LiJ w
EXTERIOR I \\ INTERIOR p VERTICAL SECTION
I Q O 2 g VENT LITE SILL ,-7•-�VERTICAL SECTION O
0
FIXED LITE HEAD-CONCRETE/MASONRY
O.A. 2 EXTERIOR �°�El INTERIOR Z
WINDOW �° ISP
HEIGHT
0 n v
THREADS OF MIN.
P
S PENETRATION BEYOND
$ METAL STRUCTURE �,�/y
#12 TEK SCREW INSTALLATION
SHEATHINGANCHORS SPACED 6"FROM CORNERS m m Z 1n
BY OTHERS---A..
THERS vuj
AND 12-3/4"ON CENTER <N Z _LL"'" Z
p EXTERIOR METAL STUD BY OTHERS 1,3 v U)
FINISH 1/2"MIN. SEE INSTALL.NOTE 12, DWG#:
BY OTHERS EDGE DISTANCE SHEET 1 1/CA 1001
� V`�V
SHEET: 2 OF 3
1/4"MAX.
SHIM SPACE VENTANA
11/2"MIN.
EMBEDMENT
VENTANA VSA
6001 ENTERPRISE DRIYE
EXPORT,PA 15632-8969
1"O.A.IG CONSISTING OF: 3/4"MIN.EDGE PH:(724)325.3100 FX:(724)327-4
1/8"ANNEALED DISTANCE
AIRSPACEm
1/8'ANNEALED MIN.#10 WOOD SCREW u a 1 4
0.090"SOLUTIA SAFLEX PVB INTERLAYER INSTALLATION ANCHORS g S
1/8"ANNEALED SPACED 6"FROM CORNERS Z
o o f HH j m A
AND 12-3/4"ON CENTER o C ¢ u)m
2X WOOD FRAME
EXTERIOR INTERIOR BY OTHERS w a o w
\\ SHEATHING W GZG++ Z j; u1 'n W
\ NOVAGUARD BY OTHERS w 5 o a m H m e
M150 SILICONE 0� EXTERIOR FINISH w w a z
BY OTHERS 133¢ = a m W'oa
I PERIMETER SEALANT w m
I 1/2"NOM. 5/B"NOM. SEE GLAZING O BY OTHERS a
GLASS BITE GLAZING LEG DETAIL
Q
O \
� INTERIOR EXTERIOR m
GLAZING DETAIL 1 Z
F HORIZONTAL SECTION z
_ o
EXTERIOR / �yA INTERIOR 3 VENTJAMB H
�J H
\ NOVAGUARD > v
Q \ M150 SILICONE w W
aC
I SEE GLAZING
I 5/8"NOM. 3/4"NOM. DETAIL 1�
I GLASS BITE GLAZING LEG
/ INTERIOR \I EXTERIORI Z
\\ �� SEE GLAZING
/ DETAIL 1
1"O.A.IG CONSISTING OF: \ ._ �� �/;' +•••••
1/8"ANNEALED 0r• _
AIRSPACE
4 1/8"ANNEALED i LL: f-
@
N0.090"50LUTIA SAFLEX PVB INTERLAYER
IANNEALEDGLAZINGDETAIL2 H
E ORIZONTAL SECTION Q N z Y LL e
m_ u
p 3 CORNER VENT POST p
9 DWG#:
VEN001
SHEET: 3 OF 3
Document Title: Doc No: FRM B1-02
KEYSTON Structural Performance Rev No: 7 Page: 1 Of: 1
CCRT�FICATION/,+.SNC ' Certification
rew�au; i:raaa.:mm� ,
l�w.w�l Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 010 - 118.0
Issue Date: 12/15/2014
Revision Date: 1/6/2015
Expiration Date: 12/11/2018
Company Code: 010
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.keystonecerts.com.
Licensee Information: Product Information:
Ventana, USA Model: 2050 Impact Garden Window
6001 Enterprise Drive Operator Type: GH
Export PA 15632 Config: Mull, GS-5/1611 Ann Lami IG
Max Width: 63
Max Height: 63
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Class LC-PG50 1600x1600x457 (63x63x22)-Type GH
Qualifying Test Information:
Test Report No: ATI-E2513.01-501-44
Test Report Expiration: 12/11/2018
Authorized Signature:
Digitally signed by Steven M.Urich Keystone Certifications, Inc.
DN:cn=Steven M.Urich,o=Keystone 564 Old York Road, Suite 5
Certifications,Inc.,ou, Etters, Pennsylvania 17319
email=surich@keystonecerts.com, Phone: 717-932-8500
c=us- Fax: 717-932-8501
tv Date:2015.01.0614:45:16-05'00'
WWW.KEYS'rONECERTS.COM
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Ventana USA
Series 2050 Garden Window
for
Florida Product Approval
FL# FL
Report No. 3289
Current Florida Building Code
Method: 1 —A (Certification)
Category: Windows
Sub —Category: Casement
Product: Series 2050 Garden Window
Material: Poly Vinyl Chloride
Product Dimensions: 63"x 63"
Prepared For:
Ventana USA
6001 Enterprise Drive
Export, PA 15632-8969
Prepared by: O
Hermes F. Norero, P.E.
Florida Professional Engineer#73778
Date: 10/23/2014 - 7
Contents: 411Evaluation Report Pages 1—4 �i�0�`.�'
Digitally signed by Hermes F Norero,P.E. �iS/ANAL
Reason:I am approving this document HermeslPP! Mo, P.E.
Date:2015.01.02 11:37:06-05'00' Florida No.73778
BUILDING DROPS FL#: FL
A Perfect Solution in Every Drop Date: 10/23/2014
` Certificate of Authorization:29578 Report No: 3289
Manufacturer: Ventana USA
Product Category: Windows
Product Sub-Category: Casement
Compliance Method: State Product Approval Method (1)(a)
Product Name: Series 2050 Garden Window
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Ventana USA
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions VEN001 provided by manufacturer for specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering in Wind Zones 3 or less.
4. Site conditions that deviate from the details of VEN001 require further engineering analysis
by a licensed engineer or registered architect.
5. See Installation Instructions VEN001 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS FL#: FL
A Perfect Solution in Every Drop Date: 10/23
/2014
Certificate of Authorization:29578 Report No: 3228989
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida
Building Code for manufacturing under a certification program audited and approved by
Keystone Certifications,Inc. (FBC Organization#CER1523).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-08
• ASTM E1886-05
• ASTM E1996-12
Referenced Data: 1. Product Testing performed by Architectural Testing
(FBC Organization#TST7110)
Report#: D4389.01-501-44, Report Date: 10/09/14
Report#: E2513.01-501-44, Report Date: 12/11/14
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization#CER1523)
Equivalence of Test Standards:
The ASTM E1996 test standard has been evaluated for differences in test methodology, if any, between tested
editions of the test standard listed below and the edition referenced in the 2010 Florida Building Code.Ventana USA
has tested their products to the following test standard edition:
1) ASTM E1996-12
Chapter 35 of the 2010 Florida Building Code references the following edition of the above mentioned test standard:
1) ASTM E1996-06
After review of the above mentioned referenced standard and edition, it has been found that no significant technical
changes have been made to the test standard that would affect the results or compliance with the code.The
referenced standard has been found to be equivalent.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS FL#: FL
.^@^A,
Date: 10/23/2014
A Perfect Solution in Every Drop Report No: 3289
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
A. For two by(2X)wood frame substrate(Min.S.G.=0.55),use#10 Wood Screw type wood
frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood
framing.
B. For concrete(Min f c=3000psi)or masonry(shall comply with ASTM C90)substrate
where one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete(Min f c=3000psi)or masonry(shall comply with ASTM C90)substrate
where wood bucking is NOT employed, use 3/16"diameter ITW Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
D. For Steel Stud substrate(Min 18 ga., Fy=33 ksi) use#12 TEK Screws of sufficient length
to achieve a minimum of 3 threads penetration beyond steel structure.
Refer to manufacturer Installation Instructions VEN001 for anchor spacing and more details of the
installation requirements.
Design Pressure: +/-50 PSF
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4