HomeMy WebLinkAboutProduct Approval NewSouth
WINDOWSOLUTIONS
2526 Okeechobee Blvd,West Palm Beach,FL 33409•561-712-9000•CRC 1330822
Property Information Building Information
Owner: PETER&BONNIE DOLSON Wind Zone: 170 MPH.
Address: 6661 ALEMENDRA STREET Exposure Category: C
FORT PIERCE,FL 34951 Minimum Building Dimension: 25 ft.
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location ILDevice Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psi)
1 Int 35.75 61.75 7 36.7 -39.9
2 Int 35.75 61.75 7 36.7 -39.9
3 Int 35.75 61.75 7 36.7 -39.9
4 Int 35.75 55 7 37.0 -40.2
5 Int 35.75 55 7 37.0 -40.2
6 Int 35.75 55 7 37.0 -40.2
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 1 of 1
Opening, I Size
(WxH)
1. SINGLE HUNG 35 3/4 x 61 3/4
(DIN/NGROOM)
2. SINGLE HUNG 35 ala x 61 3/4
(BEDROOM)
3. SINGLE HUNG 35 3/4 x 61 3/4
(BEDROOM) Zo
v
4. SINGLE HUNG 35 3/4 x 55 6 5 4 �� o
(BEDROOM) = o
5. SINGLE HUNG 35 3/4 x 55 co0
(BEDROOM) ® �
6. SINGLE HUNG 35 3/4 x 55 '
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SCALE:
NOT TO SCALE
DATE:
Jun 27,2019
PAGE DESCRIPTION:
Site Plan
PAGE: OF
1
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Code Version 2017 FL# 16851.6
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Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Applications
FL# Type Manufacturer Validated By. Status
FLIG851- Revision NewSouth Window Solutions Ryan J.King, Approved
77 FL*:FL16851.6 P.E.
History Model:f.9450 Single Hung Window Impact Rated-HVHZ (813)767-
Description:Extruded Vinyl"Impact"Single Hung Tilt Window with Flange 6555
(O/X-configuration)
Category:Windows
Subcategory:Single Hung
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. — —
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer. ht 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
mall to this entity:Instead,contact the office by phone or by traditional mall.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 entails
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,FS.,please click here.
Product Approval Accepts:
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Product Approval Menu>Product or Application Search>gRplication List>Application Detail
r FL# FL16851-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer NewSouth Window Solutions
Address/Phone/Email 4901 oak fair blvd
tampa,FL 33610
(513)284-0129
danochsteln@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Ryan J.King,P.E.
I Validation Checklist-Hardcopy Received
Certificate of Independence FL16851 R7 C01 (d)Certificate of Indeoendence.pdf
Referenced Standard and Year(of Standard) Standard Y r
AAMA/WDMA/CSA101/I.S.2/A440 2011
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 06/07/2018
Date Validated 06/26/2018
Date Pending FBC Approval 06/27/2018
Date Approved 08/15/2018
Summary of Products
Go to Page 0 0 Page 1/20 0
FL# Model,Number or Name Description
16851.1 - - a.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window New
Construction with Nail Fin(O/X-configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL16851 R7 II (j2)Inst 16851.i.pgff
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.1 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.1.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.2 b.9400 Single Hung Window' Extruded Vinyl"Non-Impact"Single Hung Tilt Window with
Flange(0/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 11 (j2)tnst 16851.2.pAI`
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.2 for Design Pressure Ratings,any FL16851 R7 AE ((z)EVai 16851.2.p_ff
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.
--------- ------ - - -------- -------- -------- ---
16851.3 9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New
Construction --
with Nail Fin(O/X-configuration) I
Limits of Use -- _-!___ - ------ Installation Instructions
Approved for use In HVHZ:No FL16851 R7 11 (b)Inst 16851.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.3 for Design Pressure Ratings,any FL16851 R7 AE (b)Eva[16851.3.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.4 — d.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with Flange
i(O/X-configuration) -
Limits of Use I Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.4.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.4 for Design Pressure Ratings,any FL16851 R7 AE (t)Eval 16851.4.pdf
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.5 - e.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window New 1
Rated-HVHZ Construction with Nail Fin(O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 11 (b)Inst 16851.5.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.5 for Design Pressure Ratings,any FL16851 R7 AE (l)Eval 16851.5.p�
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.6 1 f.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window with Flange
Rated-HVHZ (O/X-configuration
Limits of Use `IInstallation Instructions
Approved for use In HVHZ:Yes I FL16851 R7 11 (b)inst 16851.6.pdf
Approved for use outside HVHZ:Yes I Verified By: Lyndon F.Schmidt,P.E.43409
https:!/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2QiOQ%3d%3d 215
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Impact Resistant:Yes Created by independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.6 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.6. df
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.7 g.4400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Window New
Construction with Nail Fin(O/X-configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL16851 R7 II (¢) Inst 16851.7.12df
Approved for use outside HVHZ:Yes Verified By:Lyndon F Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.7 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.7 df
additional use limitations,installation instructions and product Created by Independen Third Party:Yes
particulars.
16851.8 h.4400 Single Hung Window Extruded Vinyl"Non-I pact"Single Hung Window with Flange
(0/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II O Inst 16851.8.pd1
Approved for use outside HVHZ:Yes Verified By: Lynon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation eports
Other:See INST 16851.8 for Design Pressure Ratings,any d)Eval 16851.8.pdf
additional use limitations,installation instructions and product Created Independent Third Party:Yes
particulars.
16851.9 1.4450 Single Hung Window Ext ded Vinyl"Impact"Single Hung Window New Construction
wit Nail Fin(0/X-configuration)
Limits of Use I stallation Instructions s� —
Approved for use In HVHZ:No FL16851 R7 11 (d)Inst 16851.9.pdf
Approved for use outside HVHZ:Yes Ve Ned By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Crea ed by Independent Third Party:Yes
Design Pressure:N/A Evalu tion Reports
Other:See INST 16851.9 for Design Pressure Ratings,any FL 7 AE (d)Eval 16851.9.pdf
additional use limitations,installation Instructions and product Createby Independent Third Party:Yes
particulars.
16851.10 J.4450 Single Hung Window IL1685,IR7
ed Vinyl"Impact"Single Hung Window with Flange(O/X
gu tion)
Limits of Use ll Ion Instructions
Approved for use In HVHZ:No 5 R7 II c)Inst 16851.10.pdf
Approved for use outside HVHZ:Yes ed By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes e by Independent Third Party:Yes
Design Pressure:N/A a Ion Reports
Other:See INST 16851.10 for Design Pressure Ratings,any 1 R7 AE (�Eval16851.10.pdfadditional use limitations,Installation Instructions and product d by Independent Third Party:Yes
particulars.
16851.11k.4450 Single Hung Window Impacted Vinyl"Impact"Single Hung Window New Construction
Rated-HVHZ ail Fin(O/X-configuration)
------Limits of Use llation Instructions
Approved for use in HVHZ:YesR7 11 ¢)Inst 16851.11.pdj
Approved for use outside HVHZ:Yes erified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.11 for Design Pressure Ratings,any FL16851 R7 AE (12) Eval 16851.11.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16651.12 - I.4450 Single Hung Window Impa Extruded Vinyl Impact"Single Hung Window with Flange(O/X
— Rated-HVHZ -configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL16851 R7 II (D)Inst 16851.12.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.12 for Design Pressure Ratings,any FL16851 R7 AE (b. Eval 16851,12.pd
additional use limitations,installation instructions and product I Created by Independent Third Party:Yes
particulars. i
16851.13 m.4000 Twin Single Hung Wir ow Extruded Vinyl"Non-Impact"Twin Integral Mulled Common
Jamb Single Hung Window New Construction with Nall Fin(O/X
I O/X-configuration) i
Limits of Use Installation Instructions
Approved for use in HVHZ:No F)16851 R7 II (b,)Inst 16851,13.pd
https://www.floridabuilding.org/pr/pr_app_Otl.aspx?param=wGEVXQwtDgtmmTSdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2QiOQ%3d%3d 3/5
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Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.13 for Design Pressure Ratings,any 1`1_16851 R7 AE (p)Eval 16851,13.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars. - -- - -�-- -- -._
16851.14 ti n.4000 7WIn Single Hung Window Extruded Vinyl"Non-Impact"Twin Integral Mulled Common
\ Jamb Single Hung Window with Flange(O/X I O/X-
configuration)
------------- --- - -- - ---- -- -- - -
Limits of Use �, Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.14.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.14 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.14.pdf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.15 o.4000 Triple Single Hung Window Extruded Vinyl"Non-Impact"Triple Integral Mulled Common
Jamb Single Hung Window New Construction with Nail Fn(O/X
I O/X I O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II ())Inst X&51.15.pd
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.15 for Design Pressure Ratings,any FL16851 R7 AE (D)Eval 16851.15.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.16 p.4600 Twin Mulled Single Hung/ Extruded Vinyl"Non-Impact"Twin Integral Mulled Common
Picture Window Jamb Single Hung/Picture Window New Construction with Nail
Fin(O/X 10-configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL16851 R7 11 (t)Inst 16851.16.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.16 for Design Pressure Ratings,any FL16851 R7 AE (g)Eval 16851.16.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.17 —� q.4600 Twin Mulled Single Hung/ Extruded Vinyl"Non-Impact"Twin Integral Mulled Common
Picture Window Jamb Single Hung/Picture Window with Flange(O/X 10-
configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 11 (b)Inst 16851.17.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.17 for Design Pressure Ratings,any FL16851 R7 AE (b)Eva[ 16851.17 pLf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.18 - r.4800 SH/SH/SH-Triple Single Extruded Vinyl Integrally Mulled Triple Single Hung Windows-
-
Hung with Flange; (0/X I O/X I O/X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 11 (p)Inst 16851.18.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 16851.18 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.18.pdf {
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars. J
16851.19 s 4900 SH/SH-Twin Single Hung Extruded Vinyl Integrally Mulled Twin Single Hung Windows
with Flange; (0/X I O/X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II W)Inst 16851.19.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 16851.19 for Design Pressure Ratings,any FL16851 R7 AE (d)Eval 16851.19.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.20 t.4900 SH/SH/SH-Triple Single TExtruded Vinyl Integrally Mulled Triple Single Hung Windows
httpsJ/www.floridabuilding.org/prtpr_app_OU.aspx?param=wGEVXQwtDgtmmTSTNdVPsaefoL!CDIJOysrHoxOGe9cEYNv7g2QiOQ%3d%3d 4/5
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Hung with Flange; (O/X I 0/X I O/X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II (d)Inst 16851.20.Ddf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.20 for Design Pressure Ratings,any FL16851 R7 AE (d)Eva[16851.20.Ddf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
Go to Page 0 0 Pagel/20 0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824
The State of Florida Is an AA/EEO employer.&wriight 2007-2013 State of Florida.::Perry 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
' mall to this entity.Instead,contact the office by phone or by traditional mall.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.
®� ECta]M
Credit Card
Safe
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- 1. This product has been evaluated and is in compliance with the 61h Edition
(2017)Florida Building Code(FBC),including the"High Velocity Hurricane
Zone"(HVHZ).
= 2. Product anchors shall be as rated and spaced as shown on details.Anchor �' o
embedment to base material shag be beyond wag dressing or stucco. W F v
3. When used in the"HVHZ-,this product complies with Section 1626 of the Florida N 3 + N in
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4. For 2x stud framing construction,anchoring of these units shag be the some as v
that shown for 2x buck masonry construction. °n
s 5. Site conditions that deviate from the detalts of this drawing require further
engineering analysis by a licensed engineer or registered architect.
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TABLE OF CONTENTS DAY UrE DAY UTE GLASS "z
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OR
2 VertlCallLhorizontalCrosssections SSA'X77.V S4.a•X76A- 472r x 34-V 49.75"x31.5" G1.G2 +55.0 -65.0 SMILE N.T.S.
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1019 Y ► Florida Building Code Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
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i E
Search Criteria Refine Search
Code Version 2017 FL# 17472.2
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-A plications
FL# Type Manufacturer Validated By, Status
FL17472 Revision Arc ite ral Systems Keystone Approved
33 •FL17472.2 Certifications,Inc.
History Model:HV Clipped Alum[ De (717)932-8500
Description:HVHZ Clipp d Aluminum Tube Mullion Vertical,Horizontal,T
and X Configurations
Category:Windows
Subcategory:Mullions
Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Qqydght 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 mall.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 emalls
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 cflck here.
Product Approval Accepts:
Credit Card
Safe
i.
https://www.floridabuilding.org/pr/pr_appjst.aspx 1/1
fi/8/2019 y t Florida Building Code Online
W
7+i
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
Florida
Product Approval
I7,j
USER:Public User
Product Approval Menu>Product or Application Search>Application Lift>Application Detail
FL# FL17472-R3
Application Type Revision
Code Version 2017
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 Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
jflesher@eastemmetal.com
Authorized Signature ]aures Flesher
jflesher@eastemmetaI.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Usting
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.orgtpr/pr�_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6AvC%2bOtoUJ5�/p2tT7NaD9SzMxxWfpyvfrXvrA%3d*/�3d 112
1'/8/ 019 t Florida Building Code Online
Date Submitted 02/14/2018
Date Validated 04/04/2018
Date Pending FBC Approval
Date Approved 04/11/2018
Summary of Products
FL# Model,Number or Name Description
17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion
Mullion
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL17472 R3 C CAC EAS 622-104CAR.PDF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2021
Design Pressure:N/A Installation Instructions
Other:See drawing set for mullion size,angle and design FL17472 R3 H PA-0004 SS 2018-02-14.pdf
pressure rating Verified By: Hermes F.Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17477 R3 AE PERS504 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
17472.2 HVHZ Clipped Aluminum Tube Mullion HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
X Confi u
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL17472 R3 C CAC EAS 622-101CAR.PDF
Approved for use outside HVHZ:Yes FL17472 R3 C CAC EAS 622-102CAR,PDF
Impact Resistant:Yes FL17472 R3 C CAC EAS 622-103CAR.PDF
Design Pressure:N/A FL17472 R3 C CAC EAS 622-105CAR.PDF
Other:See drawing set for mullion size,configuration and FL17472 R3 C CAC EAS 622-106CAR.PDF
design pressure rating Quality Assurance Contract Expiration Date
07/18/2021
Installation Instructions
FL17472 R3 II PA-0003 SS 2018-02-14.pdf
Verified By: Hermes F Norero,P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL17472 R3 AE PERS505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
Sia,i: ,Lt i.t
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Qogydght 2007-2013 State of Florida.::Privay Statement::Acces$ibliity Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The email$
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 H you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
�9DKEEP - M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgtCUGgv)Qiz6AvCa/a2bDtoUJ5%2fr7NaD9SzMxXWfpyvfrXvrA°/a3d°/a3d 2/2
1 r q t
Document Tft: Doc No: FRIVI 81-02
Structural Performance RovNo: 7 p2P: 1 of 1
KF-YSTOtV CertificationCEI�TITCAT\ONE.ING.
Authorization Report
RegWrsd BY* PRO B1-03
CAR&Product ID Number. 622 - 101.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
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 certificatlon 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 oris report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x3-1/8"Light Alum Mullion HN/T/X
16341 Domestic Avenue - Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10& PA/TAS 201/2021203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-4A/5A
Test Report Expiration: 7/18/2021
Authorized Signature: Keystone Certifications, Inc.
2018.02.1 6 145 Limekiln Rd. Suite 1006
0:2 -05'OOr New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
Y �
Appendix 1
Y.S�ON CAR No:622-101.0
r"^�"'"^�"•"� Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x3-1/8"Light Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00
24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00
36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00
48 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00
60 200.00 200.00 200.00 191.43 176.70 167.50 162.42 160.80
72 180.07 141.81 119.42 105.04 95.33 88.63 84.03 81.03
84 111.13 86.82 72.48 63.14 56.70 52.09 48.74 46.30
96 73.35 56.98 47.27 40.91 36.46 1 33.24 1 30.83 29.01
108 50.93 39.39 32.53 28.01 24.84 22.51 20.75 19.39
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(LIGHT)-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00
24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00
36 200.00 200.00 200.00 200.00 191.43 167.50 148.89 - 134.00
48 200.00 200.00 200.00 167.50 143.57 125.63 111.67 100.50
60 200.00 200.00 160.80 134.00 114.86 100.50 89.33 80.40
72 157.56 118.17 94.54 78.78 67.53 59.09 52.52 47.27
84 99.22 74.42 59.53 49.61 42.52 37.21 33.07 29.77
96 66.47 49.85 39.88 33.24 28.49 24.93 22.16 1 19.94
108 46.69 35.01 28.01 23.34 20.01 17.51 15.56 1 14.01
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
T t
oommW Tee. Doe N0' FRM 81.02
Structural Performance Rev No: 7 Pw': 1 a: 1
KEYSTOIVF Certification
CCR 7I�'!G A TtO N 6.I N G
! i Authorization Report
Required BY: PRO B1-03
CAR& Product ID Number: 622 - 102.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
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 Instabdon, condition of the waWroof 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 Inibrmation in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x3-1/8" Heavy Alum Mullion HN/T/X
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10&PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-6A/7A
Test Report Expiration: 7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
2018.02.16 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :14:33 -05'
00r Phone. 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
t t
YSTOIV CAR No:622-102.0
Appendix 1 Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1'x3-1/8"Heavy Aluminum Mullion, Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7
84 126.2 96.1 78.4 66.8 58.9 53.2 49.6 49.1 46.1
96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3
108 58.9 44.6 36.1 30.5 26.6 1 23.7 1 21.8 21.5 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH 'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 1 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 1 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 1 100.5 90.8 89.3 80.4
72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2
96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9
108 58.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limekiln Rd. New Cumberland,PA 17319
Phone:717.932.8500
www.keystonecerts.com
Do=ardTft- Doe No: FRM 181-02
Structural Performance Rev Nm-
7 ft". 1
YMYSTONg�
Certification
`--� Authorization Report
Required By: PRO B1-03
CAR& Product ID Number: 622 - 103.0
Issue Date: 1/16/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
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 waiVroof 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 IMormation In this report can be verified at www.keysbnecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"x4"Aluminum Mullion H/VrIV
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10&PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2021
Authorized Signature: Keystone Certifications, Inc.
201 8.02.16 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :37:01 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM i
1 �
' J .
CAR No:622-103.0EY U' F' Appendix 1C..- ..1 .0
Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
1"x4"Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS
SPAN'L` TRIBUTARY WIDTH'W' IN.
(IN.) 18 24 30 36 1 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2000.
72 200.0 200.0 200.0 181.5 161.6 147.9 139.7 138.6 132.6
84 200.0 159.9 130.4 111.2 98.0 88.5 82.5 81.7 76.7
96 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 1 74.2 60.1 50.8 44.3 39.5 1 36.3 1 35.9 1 33.2
DESIGN PRESSURE LIMITS FOR MULLION: 1"x 4"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5
48 200.0 200.0 1 200.0 200.0 1 200.0 186.1 168.1 165.4 148.8
60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3
84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9
96 138.2 103.7 82.9 69.1 59.2 1 51.8 1 46.8 46.1 41.5
108 97.1 1 72.8 1 58.2 1 48.5 1 41.6 1 36.4 1 32.9 1 32.4 29.1
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
bocuffbW Tft: Doc No: FRM 81-02
Structural Performance f°"No: 7 P. 1 0t 1
KF-Y NE •
CcQTIrICAT,ON6.INC. Certification
�----� Authorization Report
R"Wred By: PRO B1-03
CAR&Product ID Number. 622 - 105.0
Issue Date: 2/11/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
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 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 (hose 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 Ihis report can be vedfied at www.keysionecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 2"x4"Aluminum Mullion HN/T/X
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10& PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8AI9A
Test Report Expiration: 7/18/2021
Authorized Signature: Keystone Certifications, Inc.
2018.02.1 6 145 Limekiln Rd. Suite 100E
*M---AgNew Cumberland, Pennsylvania 17070
11 :46:53 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
t r
tiCEY w, Appendix 1 CAR No:622-105.0
«+r Sio..tmd; Expiration Date:7/18/2018
1__
Eastem Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
2"x4"Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH 'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0
108 146.7 111.1 89.9 76.0 66.2 59.1 54.4 53.7 49.5
DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS
SPAN 11-1 TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 1 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0
108 145.2 108.9 87.1 1 72.6 62.2 1 54.5 49.2 48.4 43.6
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
� 1
ooalmv t Title: Doe No; FRM B1-02
Structural Performance 'ANO; 7 P8W 1 or 1
F-YSTON� Certification
CERTIrICAT10NF.INC.
�—� Authorization Report
ReWhad By; PRO B1-03
CAR&Product ID Number. 622 - 106.0
Issue Date: 2/11/2015
Revision Date: 2/16/2018
Expiration Date: 7/18/2021
Company Code: 622
This Certification Authorization Report(CAR) is issued by Keystone Cerlicatlons, 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.
Llrensee stipulates In affixing certification labels to products, that those products are representative of the specimen
evaltiated 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.keysionecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 74"Aluminum Mullion HN/T/X
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 33912 Config: No Reinforcement
Max Width: See Table
Max Height: See Table
Referenced Standard: Product Rating:
AAMA 450-10&PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings
Qualifying Test Information:
Test Report No: CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2021
Authorized Signature: Keystone Certifications, Inc.
2018.02.16 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :50:16 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYEMNECER'rS.COM
Ys o r r Appendix 1
CAR No:522-306.0
Expiration Date:7/18/2018
Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
2"x6"Aluminum Mullion,Horiz/Vert/T/X
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 1 200.0 200.0 1 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1
84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1
96 200.0 200.0 186.8 161.6 144.1 131.3 123.0121.8 114.6
108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.)
(IN.) 18 24 30 36 1 42 48 53.125 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1
72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1
84 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1
96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8
108 200.0 175.1 140.1 116.7 100.1 1 87.6 79.1 77.8 70.0
Impact Ratings
ASTM E1996-Wind Zone 4,Missile Level D
PA/TAS 201/203-Large Missile and Small Missile compliant
Keystone Certifications,Inc. 145 Limekiln Rd,Suite 1008 New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecarts.com
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: �'Wi, W2'j Wl' W2'
r 1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) 4
FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
C i
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 4 MULL
INDIVIDUAL UNITS ATTACHED TO MULLIONS U— STiI BE IMPAR RATED. / SPAN'L'
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP_-,,
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TMP
i
FOUNDATION is THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. q VERTICAL SPAN
S. 1X AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE / VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD E SPAN'L' MULL
FOR THE PROJECT OF INSTALLATION. 4 SPAN'L'
—�
6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY HOT REFLECT ACTUAL CONDITIONS FORA MULLION
SPEOHC SITE.IF SITE CONDITIONS CAUSE INSTAUATIGNTO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, TYP' / 'W2'
ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NOM-HVHZ AREAS.IN HVHZ AREAS.ONETIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI•DADE RER.
7. MULLION&CUP MATERIAL ALUMINUM 6005-TS&OM-76(AS NOTED)
R. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL7N1'
r
9. SEE SHEETS S-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPEdFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS•AND DESIGN LOAD CAPACTITES.
ANCHOR CLIP, A
1Q DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYP 4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. r
2. CHOOSE AMULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 'W2'
TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF /
SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH
1 GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MULLIONS.
• SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES.
2 - MULLION DETAILS IF ASSEMBLY TYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART.
4. VERIFY THATMUWO N DESIG IN PR UR METS-551-NUE E DS REQUIRED DESIGN
3 ANCHOR CUP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6.30.
4 - MULLION SECTIONS S. QUALIFIED CLIP TYPES APPEAR ON SHEETS 6.10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
S - TYPICAL MULLION&CUP ASSEMBLIES 6. THELESSER DESIGNERALL SSESSUREMBLY D RMULLION
OSIGN E EST TION PRODUCT WILL HORIZONTAL SPAN
6 - 1"X 3-1/8•(LIGHT)MULLION DESIGN LOAD TABLES GOVERN
7 - 1-X 3.1/8'(HEAVY)MULLION DESIGN LOAD TABLES
B 1•X 4"MULLION DESIGN LOAD TABLES \\\'�\** S F. REVISIONS cc s C 4*�^+•A�^*F�T � �•
9 - 2'X 4'MU W ON DESIGN LOAD TABLES ``����T+'�'•,,.e, O�'i��i �/i���4rn FutEmimi�ermtT
10 - 2•X 6•MULLION DESIGN LOAD TABLES Z�1�•� G
11
MULLION ASSEMBLY AND LOAD EXAMPLES � 7 __-:
HVHZ CLIPPEDALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
i O.L�., ( Q`;•`y47� mn:ouruaF: �wcrnwEour:
i(`S '• G� 02/05/13 TJH euwa6oaars we
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Reason i om oppnrvog DNs doMDen+ PA 0003 N.T.S.
1TIdY:
Colt:20111,02-14+s saap asrov are oes000ro, n� 1 OF 11
1--
0.250" I I
1.000" --� 2.000" �-
-{ F-- 1.000" --� � 1.000•
0.250" 0.250" 6.000"
0.125" 0.125" 4.000" 4.000"
3.125" 3.125"
0.375" 0.625" 0.250' 0.250" 0.250"
1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X4" 2"X 4" 2"X 6"
MULLION MULLION MULLION MULLION MULLION
SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET SO FOR
QUALIFIED CLIPS QUALIFIED CUPS QUALIFIED CLIPS QUALIFIED CLIPS QUAL F�IED CUPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
,�\ F.
I♦I♦ REVISIONS
Eastern
♦ gy rn
�```��'•• r �� '� .PP..::n"�•we""i.we.�oo�:n RAMiK.R 7791Sv[,
• �'-O
W Nif-bIJ100
* * nnc HVHZ CLIPPED ALUMINUM TUBE MULUONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
p't rT 41 0: MULLION CROSS SECTIONS
i O OP;'��4 are:LN
c r.
'♦♦�F�''• �j� ���
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4"-------- 4-
0 0 -T0 0
�
2.25" p 2.25"
7 2.25" 1.75'
2.625" 3.375" 0 2 25" 0 0 2.25" o
I 4.625" 5.37S"
0 0
2.25" InnIII—f 0.125' 2' 0.12 2"
I
0.12 z^ � � � —j, L-0 0
1� 2" X 5" X 13/4" L—CLIP
2" X 5"X 21/4" L—CLIP o.Iz 2"
2" X 4"X 3 3/8" L—CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6
ALUMINUM 6063-T6 T
2" X 4"X 5 3/8" L—CLIP
10.46" ALUMINUM 6063-T6
2.50" 0.722"-!
2.25" O o 2.25' I p 0.722---110.46"
.l\ 2.25" 0 2.25" o
p 2.25" p p 2.25" o 0 1'75" 2.335' 2.25'
2.2 0 'L/\0 0
0.188" � o .25" 0/1 1 2.25" 0
1.25" 2.125" 2.125"
1 0.188"
1015/32"X 21/4" H-CLIP T —1 -1 1.25"
ALUMINUM 6063 T6 21/4„ U-CLIP 13/4„ U-CLIP
ALUMINUM 6005-TS ALUMINUM 6005-TS T 1015/32” X 13/4” H-CLIP T
ALUMINUM 6063-T6
8.25"
0 0 0 0
2.625"
% \1
0 0 0 0 `�%I%�,4.sS F. O i��i�' a�nstoNs TWT;:;
astern ^aaTe^w ss%o
I `���/�:•G� i�� ,%0.125" ,O
1{lIJO4i1�0
0.875"��1 * , * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
b VERTICAL AND HORIZONTAL CONFIGURATIONS
8 1/4"X 3 3/8"H-CLIP oma= ��v`��
CL DErAlls
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,�j� G\ �� 02105113 TJH ^unemalr^an,we
ALUMINUM 6063 T6 ��/!�"'.y ��� SPA-0003 N.T.S. '\ Hari o^rsp m rm ivsls
3.1 she accr: ^er.
v �y�,�— I
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INSTALLATION ANCHOR
(SEE NOTES SHE INSTALLATION ANCHOR INSTALLATION ANCHOR
6-10} 21/2"MIN. (SEE NOTES SHEETS 1 1/2'MIN. (SEE NOTES SHE HORIZONTAL
EDGE DIST. 6'ETS EMBEDMENT
6-10) MULLION,TYP.
CONCRETE OR e
MASONRY BY OTHERS q °
CAULK BETWEEN ^ d e MULLION CLIP
° e. d e 11/4-MIN. 3/4"MIN. EXTERIOR T P
CONCRETE/MASONRY&1% ', e EMBEDMENT EDGE DIST, y
WOOD BUCK BY OTHERS _____ __
0.1P
t TYP.
1 X WOOD BUCK CONCRETE OR ° EXTERIOR INTERIOR
BY OTHERS MASONRY BV OTHERS
CAULK BETWEEN
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS v MULLION,TYP. I I
a
I I
( I 2X WOOD BUCK
EXTERIOR I I INTERIOR BY OTHERS n. MULLION
INTERIOR TYP. HORIZONTAL SECTION
I I MLILUON 4 T-MULUON INTERSECT DETAIL
TYR C HORIZONTAL SECTION SIDE VIEW
g VERTICAL SECTION 4, JAMB-2X WOOD BUCK
HEAD-CONCREWMASONRY SIDE VIEW-HORRONTAL
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS I I
6.10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
I MULLION EXTERIOR INTERIOR
TYP NOTE MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP.
MULLION&CLIP ASSEMBLIES.SEE VERTICAL
I
SWEETS 6-10 FOR ALLOWAB E MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
( MULLION CLIP PRESSURES.
I I TVP.
E HORIZONTAL SECTION
4,
X-MULUON INTERSECT DETAIL
e e SIDE VIEW
e
11/4
MIN.
•d. ^ EMBEDMENT
PRECASTSILL '° %��T� ��4 REVISIONS ru+*<� VM�
MLN'�'A
Ea:SteP�
BY OTHE �%��S F'�ry� �i �'' • tlllc veras '
INSTALLATION ANCHOR `.� 41G•� ��
(SEE NOTES SHEETS7
6-10) 21/2"MIN. `* . •C* n HVHZ CLIPPED ALUMINUM TUBE MULLIONS
EDGE DISTANCE VERTICAL AND HORIZONTAL CONFIGURATIONS
A VERTICAL SECTION %p-'- T
INSTALLATION DETAILS
ar¢:duMr�er: �+ecvA"ro er:
Oc"., 02/05/13 TJH
SILL-CONCRETE/MASONRY �i��F r •G ��� ONA."" swe A\ NOmmimm c.
SIDE VIEW-VERTICAL ` PA-0003 N.T.S. !':F AUWOAaArONNO.29M
3N ENEEr:
ANOI NO.:�sre er WE VESCM NEv 4 OF 11
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H{LIP
SUBSTRATE BY OTHERS
SUBSTRATE VARIES,SEE
NOTES SHEETS 6-10
H-CLIP ANCHORS
ALL INSTALLATION HOLES
MUST HAVE AN ANCHOR
INSTALLED IN THEM
MULLIION AND CLIP ASSEMBLY
TYPICAL ASSEMBLY SHOWN WITH 1"x31/8"MULLION
AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED.
SEE INDIVIDUAL MULLION SHEETS
\0 F. / REVISIONS Arm caa ARCNUE tmusrsccvs
,� !`. C �.Q i tcuttarttmcew.
• .Q irn.n:'..w.nnrr.we ee"i..o RMRtS,RtTlt
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
T t a x VERTICAL AND HORIZONTAL CONFIGURATIONS
SAO P,:•4i� MULLIION AND CLIP ASSEMBLY DETAILS
.. 02105/13� ��� 02 OS 13 wtrm wA TJH v cnwcoar
\\ murerxtra e awtaerao NO,2c
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sriu ,, rete ceennurztn
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re
rrs mt°i mor�uniom�a�mta tta ate °'r 01TF °E�1Q°"�" "- 5 OF 11
DESIGN PRESSURE NMITS FOR MULLION:1"x3.1/6"U -ONE-WAY MUWONS MULLION MULLION
IN
TRIBUTARY WIDTH W IN.
M 30 36 M 48 SlUS20MO 54 60
zoaa zaao 2oao zaao zao.o mao zoaD 200.0
200.0 200.0 2M0 200.0 200.0 20Ro 2000 200.0 0.125"
2000 200.0 2000 2000 20D.0 200.0 WILD 2000 3.125"2000 1810 1580 143.3 130.3 129.8 129.3 127.6 123.7 101.5 873 77.7 711 67.2 66.7 618
76.9 617 S&S 47.1 426 39.7 39.3 369
96 67.4 511 415 35.2 308 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
10847.2 35.7 289 24.4 213 19.0 17.5 1 17.2 1 15.9
0.375"
DESIGN PRESSURE UNM FOR MULLION:1"x3.1/8'LIG -TWO-WAY MUWONS 1" X 3-1/8" (LIGHT)MULLION C
SPAN T TRIBUEARYYODTH W IN. ALUMINUM 6005-TS MULLION
IN. 18 24 30 36 42 48 51175 54 60 MULLION
24 20D.0 2000 2000 2000 2000 2000r33.6
2000 20$0
36 200.0 2000 200.0 200.0 1914 167.5 14$9 134.0
46 200.0 20D0 2000 1673 1436 125.6 111.7 100.5
00 200.0 200.0 1608 134.0 114.9 1005 89.3 804
72 15x6 11$2 945 788 675 59.1 5u 47.3 TRIBUTARY WIDTH= WS+W2
84 99.2 74.4 S&S 49.6 425 37.2 33.1 29.82
96 66S 49.9 39933.2Z$524.9 222 19.9100 467 350 2$0 23.3 20.0 17.S Mr, 14.0T-J�-
TWO-WAY
MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4 SEE SHEET 3 FOR
QUALIFIED ANCHOR CLIPS 5 R
. ANCHO REQUIREMENTS CLIP DIMENSIONS.
SPECFIC
•WOOD:#14 WOOD SCREWS
•CMU:1/4"ITW TAPCONS
•
CONCRETE,1/4"ITW TAPCONS
•
METAL:1/4'SELF-DRILLING SCREWS(GRADE 5)
° ° ° 6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
° •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2.1/2".HOLLOW CMU SHALL
0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C90.
° •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
2"X 5" X 21/4" L-CLIP 0W.40.°400-0 PSI.
2 1/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
ALUMINUM 6063-T6 18 GA.(0.045'THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063 T5.
ALUMINUM 6005-TS '*MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULUON-TO-MULUON
CONNECTIONS ,�5 �/i REVISIONsT°"'""p"'Fx`zTE'e
O o O ``� 5 F
F,p: r! Eastern ens,is,imr�,u s�..st.
• • Q -.w•:w wM ewo n'eu:e IQLI OOM°M AK.
aT 29.9v
NOTE:SEE SHEET 3 FOR SPECIFICCUP o 0 o HVHZ CL
TYIPPED ALUMINUM TUBE MULLIONS
PES AND DIMENSIONS. v T T /C = VERTICAL AND HORIZONTAL CONFIGURATIONS
- 71 40: 1"x 31 8"LIGHT MULLION
1015/32"X 21/4" H-CLIP ;oma, a,<m.«„� ". •.:
ALUMINUM 6063 T6 �i�FS•••••• •'•• G��`` 02/0
5 13 T1H •UnawcoA�s.o+c
�j� ``�� wuvimoNa wu< yt AUMOAQAATONN 42"M
m us 51L 33e 0003 xcv N.T.S.
661 A W11.0"
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-111
DESIGN PRESSURE UM17S FOR MUWON:1'x3.1/8•(HEAVY)-ONE-WAYMMONS MULLION
R72
TRIBUTARYWIDTHw IN. '1 r 1.000 MULLION
18 24 30 36 42 48 51725 54 60
200.0 200.0 200.0 WILD 200.0 200.0 200.0 WILD 200.0 T
WE
200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
200.0 200.0 200.0 20D.0 200.0 200.0 271.0 200.0 2000 0.125"
2000 2000 21.0 1914 17&7 167.5 16LZ 16LIS 159.4
2000 7545 126.8 109.1 97.1 8&9 80.0 &1.3 79.7 3.125"126.2 96.1 78.4 66.6 58.9 53.2 49.6 49.1 46.1
96 84.9 639 sl.B 44.0 Sas 34s 319 3Ls 29a ONE
MULLION DIAGRAMS
108 5&9 44.6 3fii 30.5 26.6 23.7 218 21.5 799
DESIGN PRESSURE WITS FOR MUWON:1"x3-1/8°HEA -TWO-WAY MUWONS 0.625"
SPIN)L 78 24 TRIBUTARYV DT w INNS M.M 54w 1"X 3-1/8" (HEAVY) MULLION MULLION
24 200.0 200.0 20D.0 2000 200.0 2MD 280.0 200.0 20o ALUMINUM 6005-TS MULLION
35 200.0 200.0 200.0 2MO 19L4 167.5 151.3 14&9 1340
48 200.0 2000 2000 167.5 1416 In 1135 111-7 7005
W 200.0 2040 1608 1340 114.9 1005 908 89.3 B04
72 196.8 147.6 11&1 9&4 84A 73,8 66.7 65.6 S9.1 Wl a W2 1
84 124.0 910 74.4 62.0 53.1 4&S 420 41.3 37.2 TRIBUTARY WIDTH= 2
96 63.0 613 49.8 415 35.6 31.1 2&1 I7.7 24.9
108 5&3 43.7 350 29.2 210 21.9 19.8 1 19.4 17.5
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC
QUALIFIED ANCHOR CLIPS S. ANCHORREQUIREMENTS:aIPDIMENSIONS.
e .WOOD:a14 WOOD SCREWS
•CMU:1/4'FFW TAPCONS
0
CONCRETE:1/4"ITW TAPCONS
o •
METAL 1/4"SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP 00 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.--0.55.•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
ALUMINUM 6005-TS BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 0 0 -CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
U-CUP FOR USE ONLY IN MIN.4000 PSI.
CONNECTIONS U WON 2"X Srr X 13/�" L-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045'THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS.
ALUMINUM 6063-T6
**MUST BE USED IN PAIRS r s
,SSSS F. �7i� REVISIONS [Wd�6'vSte�'/®
4iQ- �wi°°uimc•n.
NOTE:SEE SHEET 3FORSPECIFICCUP
TYPES AND DIMENSIONS. HVHZ CUPPED ALUMINUM TUBE MULLIONS
0 0 0crVERTICAL AND HORIZONTAL CONFIGURATIONS
.11 ' T •' : "x3]8"HEA UL ON
1015/32" X 13/4" H-CLIP %°� °""
ALUMINUM 6063-T6 �� 5 � 5 13 TJH � mR�mmr rza
PA-0OD3 N.T.S. AUTWWAn4NNO.2"
ae useuu�ao�n x> 3M o�cn: xev
rte[mr,ar�umnvuiol xn>hrx 7 OF 11
MULLION
DESIGN PRESSURE UNM FOR MOWON:Ta4"-ONE-WAY NMMONS �{ 1.000" MULLION
SPAN'V TIUBUTARY WIDTH W(IN.)
IN. 18 1 24 1 30 36 1 42 48 53.125 1 54 60
24 200.0 2MO MLO 2000 200.0 2000 20MO 2760 2000 -
35 2000 2060 2700 MLO 210.0 MLO 200.0 200.0 2160 0.250"
48 200.0 2000 MLO 2060 260 2060 2100 200.0 270.0
60 210 2760 201.0 210.0 2000 2060 200.0 2000 210.0
72 2000 2000 MLO 12LS 1616 147.9 139.7 138.6 132.6 4.000'
84 2xio 1s99 76,3 u12 9411 5415 BLS 81.7 767 ONE-WAY MULLION DIAGRAMS
% 34101 1063 e63 73.2 6411 57.4 511 SLs 441E
109 9&1 741.2 Ml 568 443 39.5 36.3 359 33.1
DESIGN PRESSURE UNOTS FOR MILLION:1"X 4'-TWO-WAY MUW ONS
SPAN'L' TAIBUTARYWIDTHW IN.) MULLION
0.250' MULLION
24 2MO 2 410 200.1 2A.0 200.013&4
mho 210.0 211.0 1"X 4" MULLION
36 2m.0 200.0 200.0 2000 2040 210.0 2M.0 19715 ALUMINUM 6005-TS
48 201.0 2060 2060 210.0 2000 16&1 165.4 148.8
W 2060 200.0 2000 19&5 170.1 1345 13L3 119.1
72 7160 210 1966 1618 1464 UL0 109.2 9&3
84 MLO 154.7 123.8 1062 8414 69.9 6&8 6L9 TRIBUTARY WIDTH= W1+W2
96 138.2 103.7 8L9 69.1 59.2 468 461 415 2 - -�
IDS 47.1 778 5412 485 4L6 319 32.4 29.1
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD-414 WOOD SCREWS
•CMU:114"ITW TAPCONS
•CONCRETE:1/4'ITW TAPCONS
QUALIFIED ANCHOR CLIPS •METAL-1/4"SELF-DRILLING SCREWS(GRACE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=O.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
0 0 O O •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE
0 0 0 0 MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045'THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8-THICK ALUMINUM 6063-T5.
0 O 0 0
It 11 41 O " O O O ` ' REVISIONS
2 X 4 X 3 3/8 L-CLIP SEs F. 0 EaStern "°"�°"°'
81/4 X 3 3/8 H-CLIP •F
ALUMINUM 6063-T6 � /e.• G.~ • 'Q % �� "myInsts u
-MUST BE USED IN PAIRS ALUMINUM 6063-T6 Z ;O
* $[ * n HVHZ CLIPPED ALUMINUM TUBE MULLIONS
7VERTICAL AND HORIZONTAL CONFIGURATIONS
73'; •Tt� 1"z4°MULLIO
O Cj Pi" 44 u+c owwwen raEvwmRY:
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP T ?
TYPES AND DIMENSIONS. ��,FS+ •�7. C�G�\�� 02/05/13 -T-JH auemwcoRoos n+c
�, •F.'�"a"" \\\\ o� A-0003 N.T.S. /,l' rena•ra�una
m fief wMawnou R0.29S)S
mc mrry wnoa�wi•e. °' °"� "L" we 8 OF 11 REa
DESIGN PRESSURE UMTS FOR NRAIJON:21x4•-ONE-WAY MULLIONS MULLION
SPAN ti TRIBUTARY WIDTH W IN. 2.000"
IN. 18 7A 30 36 ax 48 53.325 5/ 60 I MULLION
24 2040 200.0 200.0 200.0 200.0 200.0 200.0 210.0 200.0
36 20D.0 20110 200.0 2MO 200.0 200.0 20.0 200.0 200.0
48 200.0 200.0 20D.0 200.0 200.0 2=0 200.0 2000 2040
60 200.0 2040 2140 2040 200.0 2040 2040 200.0 210.0 0.250"
72 2040 210.0 20.0 2040 2040 197.0 188.0 N�.7
1841
84 2040 200.0 195.1 1664 146.6 137.5 123.5 114.8 4 -� -
96 2140 359.0 129.1 1035 95.9 85.9 79.5 73.0
108 1467 113.1 89.9 760 662 59.1 54.4 09.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE UNOTS FOR MULLION:21 x 4"-TWO-WAYMUWONS
SPAN•L' TRIBUTARY WIDTH W IN.
IN. 18 T 24 30 36 42 48 53.225 54 60 MUWON
24 2040 2040 2040 200.0 2040 200.0 2040 2040 200.0 0.250" MULLION
36 2040 2040 2040 2140 zm0 200.0 2040 200.0 =0 2" X 4"MULLION
a8 2040 2040 200.0 2040 ZMO 1.97.0 17&0 175.1 157.6
W 200.0 200.0 200.0 2040 180.1 157.6 142.4 1441 1261 ALUMINUM 6115-TS
72 2040 200.0 20.0 175.1 150.1 1319 118.7 1167 105.1
84 200.0 200.0 1841 150.1 12&7 1116 1GL7 100.1 90.1
96 2040 155.1 124.1 103.4 8&6 77.6 741 6&9 6L0 yVl+yy2
1oR 145.2 18s 87.1 716 612 54.5 a9.2 EF I. i
a&a 43.6 TRIBUTARY WIDTH= 2 I -
TWO-WAY MULLION DIAGRAMS
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:H14 WOOD SCREWS
PCONS
QUALIFIED ANCHOR CLIPS .CO CREETE:1 CTAITWTAPCONS
•METAL•1/4"SELF-DRI WNG SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1.1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL
0 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4'&EDGE DISTANCE OF 2.1/2".CONCRETE SHALL BE
MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.
18 GA.(0.045"THICK)33 KSt YIELD.ALUMINUM SHALL BE MIN,1/8'THICK ALUMINUM 6063-TS.
0 0 0 0
2"X 4" X 3 3/8" L-CLIP c �w �r1� _
ALUMINUM 6063-T6 ``�SS4sg .A1077j��0. REVISIONS Lague®I® tAs,im MT-ft '
**MUST BE USED IN PAIRS / 7
=``_�: %�� - ..:.w:1•.::.w"•..�":�e•w:a 1{Nt U046tK1K.
�IN O = RN1[R{,Il IIf1t
1dtlJOl.Tb
* , $7* HVHZCLIPPEDALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP T t 2"-A"MULLION
TYPES AND DIMENSIONS. % O :, ((, P;' �7 oATem"Tr o•r
02/05/13 T1H
txu A-OW3 Ier/uN.T.S. •u alxans, n
ae UST sTr.ae pEy, IUJUU
rsc °o wncicA11°0� °`' wR °`°�'w"�' 1-1-30F 11
2.000" MULLION
DESIGN PRESSURE UNIITSFOR MUW ON:2'x 6--ONE-WAY MUMONS
SPANV TRIBUTARYWID7HW IN. MULLION
IN.) la 24 30 36 42 48 51125 54 60
24 200.0 2000 2000 200.0 200.0 2000 200.0 200.0 2010
36 200A 2000 2000 2000 2000 2000 2040 200.0 2000 0.250"
49 2M0 2040 2040 2040 2040 200.0 200.0 2040 2040
60 2000 2000 20A 20D.0 2040 200.0 2040 20D.0 2000
72 2040 20710 2040 2=0 2040 197.0 16&0 186.8 1841
B4 200.0 2040 2040 19LO 1715 157.6 14&7 141.5 140.1
96 20 2.0 1869 1616 14x.1 13L3 123.
040 12La 1146 ONE-WAY MULLION DIAGRAMS
108 2000 1 197.0 1 1617 1 1401 1 1242 1116 1 1009 1 lama 97.0 6.000'
DESIGN PRESSURE UNM FOR MUWON:2"x C-TWO-WAY MUWONS MULLION _7 MULLION
SPAN T TRIBUTARY WIDTH W IN. -
IN. 18 24 30 36 1 42 48 53.125 54 60
24 2040 2000 2000 2040 1 200.0 2040 2040 2010 2110.0
36 2040 2040 2MO 2040 2040 200.0 210 7040 2010
48 2010 2040 2410 200.0 2040 197.0 178.0 175.1 157.6
60 210 2040 2040 210 1801 157.6 142.4 1441 126.1
72 200.0 2040 200.0 175.1 150.1 13L3 118.7 116.7 105.1 0250"
84 20004
0 20 Ml 150.1 128.7 112.6 IOL7 I041 941 �-
96 2000 197.0 157.6 13L3 117.6 985 89.0 B7.6 73.8 2" X 6"MULLION
108 2040 175.1 140.1 116.7 100.1 87.6 79.1 77.8 70.0 ALUMINUM 6005-TS TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH= Wl+W2
2
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
QUALIFIED.ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:N14 WOOD SCREWS
•CMU:1/4"TTW TAPCONS
O O 0 0 •CONCRETE:1/4"ITW TAPCONS
•METAL:1/4-SELF-DRILLING SCREWS(GRADE 5)
6. INSTALLATION SUBSTRATES:
•WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN:S.G.=0.5S.
•HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-114"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM
WEIGHT CONFORMING TO ASTM C 90.
•CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4-&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI.
•METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"
THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5.
0 0 0 0
2"X 4" X 5 3/8" L-CLIP y , REVISIONS �' ' �T �TE"
AM
ALUMINUM 6063-T6 � 1jQ��S r O ' � Eastern �eNloo'�oirc••n�srwar
"'MUST BE USED IN PAIRS ��'� ��C) }r»M �� nunanlml
No
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP ��tL`� ��� 2" 6"MU�LTL➢10
TYPES AND DIMENSIONS. �� �� x02 OS 13 T1H
`
P .�` .giOMNO 29S"PA-0003 N.T.S. C�'�.
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WON 1.1,.1.1, .
3
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
f. Dania Beach,FL 33004
A Perfect Solution in Every Dropl 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Eastern Architectural Systems
HVHZ Clipped Aluminum Tube Mullions
for
Florida Product Approval
FL# FL17472
Deport No. 5505
6th Edition (2017) Florida Building Code
Method: 1—A Certification
Category: Windows
Sub—Category: Mullions
Product: HVHZ Clipped Aluminum
Tube Mullions
Material: Aluminum 6005-TS $6063-T6
Prepared for:
Eastern Architectural Systems
3.6341 Domestic Ave.
Ft lAyers, FL 33912
0
Prepared by: �i ••' . -p
: O .
Hermes F. Norero, P.E. � 7
Florida Professional Engineer#73778 * '
Date:02/06/18 "� T T tj
Contents: 'moi F •�•''•••••••••
Evaluation Report Pages 1—4
Digitally signed by Hermes F.Norero,P.E. HermeSVillAIM E.
Reason:I am approving this document Florida No. 73778
Date:2018.02.14 15:47:48-05'00'
r �
BUILDING DROPS FL#: FL17472
A Perfect Solution In Every Dropl Date: 02/06/18
Report No: 5505
Certificate of Authorization:29578
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method la
Product Name: HVHZ dipped Aluminum Tube Mullions
Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Eastern
Architectural Systems based on Method la 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 6th Edition(2017)Florida
Building Code.
See Installation Instructions PA-0003,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for
specific use parameters.
Limits of use:
1. This product has been evaluated and is in compliance with the 61 Edition(2017)Florida
Building Code,including 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
Chapter 16 of the 6t'Edition(2017)Florida Building Code and does not require an impact
resistant covering.Individual window units must be impact rated where applicable.
4. Site conditions that deviate from the details of drawing PA-0003 require further engineering
analysis by a licensed engineer or registered architect.
S. All configurations shown in installation instructions PA-0003 have been qualified as required
by Section 1709.8 of the 6th Edition(2017)Florida Building Code.
6. See Installation Instructions PA-0003 for size and design pressure limitations.
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 4
y �
M
BUILDING DROPS FL#: FL17472
Date: 02/06/18
A Perfect Solution in Every Dropi Report No: 5505
Certificate of Authorization:29579
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
Keystone Certifications,Inc.(FBC Organization M CER1523).
Referenced Code Sections:
1. 1709.8 of the 6"'Edition(2017)FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization M TST1577)
Report M CTLA 301OW-4 Report Date:07/18/14
Report M CTLA 3030W-4A Report Date:07/18/14
Report M CTLA 301OW-5 Report Date:07/18/14
Report M CTLA 301OW-SA Report Date:07/18/14
Report M CTLA 301OW-6 Report Date:07/18/14
Report M CTLA 3010W-6A Report Date:07/18/14
Report M CTLA 301OW-7 Report Date:07/18/14
Report M CTLA 3010W-7A Report Date:07/18/14
Report ft:CTLA 301OW-8 Report Date:07/18/14
Report M CTLA 301OW-BA Report Date:07/18/14
Report M CTLA 301OW-9 Report Date:07/18/14
Report M CTLA 3010W-9A Report Date:07/18/14
TAS Reports Signed and Sealed by: Ramesh Patel,PE 20224
2. Certification Agency
Keystone Certifications,Inc.
(FBC Organization M CER1523)
Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 4
s �
BUILDING DROPS FL.#: Fi-17472
A Perfect Solution in Every Drop! Date: 02/06/18
Certificate of Authorization:29578 Report No: 5505
Installation: 1. Approved anchor types and substrates are as follows:
A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50"into wood framing.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
D. For metal stud substrate,use 1/4"Grade 5 self-drilling screw type metal frame anchors
of sufficient length to achieve a minimum three threads penetration beyond metal
structure.
Refer to Installation Instructions(PA-0003)for anchor locations,design load tables,and further
details of the installation requirements.
Design Pressure:
See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4