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Product Agoroval Menu>Product or Application 5earch>Application List JAN 3 0 2019
ST. Lucie County, Permittiri
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Code Version 2017 FL# 16851.6
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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FLL#_ Iyp1e Manufacturer Validated By Status
FU6851- Revision NewSouth Window Solutions �i Ryan J.King, Approved
77 FL#:FL16851.6 P.E.
Model:f.9450 Single Hung Window Impact Rated-HVHZ (813)767-
History. 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-gWj(ght 2007-2033 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 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 dick here.
Product Approval Accepts:
F..7.9 R7=— etteu M
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1/4/2019 Florida Building Code Online
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Product Approval Menu>Product or Apgkr,i ion Search>eoolication List>Applicatlon Detail
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
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
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.
d Validation Checklist-Hardcopy Received
Certificate of Independence FL16851 R7 C01 (d)Certificate of lndeaendence.pdf
Referenced Standard and Year(of Standard) Standard Year
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
i
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2QiOQp/o3dp/a3d 1/5
1/4/2019 Florida Building Code Online
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 ® O Page 1/20
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 (1a)Inst 16851.1.pd
Approved for use outside HVHZ:Yes Verifled 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 (¢)Eval 16851.i,p&
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(O/X-configuration)
Limits of Use - ---- -------------------.------_-- Installation Instructions --------�-- --
Approved for use in HVHZ:No FL16851 R7 II (1a)Inst 16851.2.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 16851.2 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.2.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.3 -- c.9450 Single Hung Window Extruded Vinyl"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 (ib)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 (0)Eval 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
O/X-configuration)
( 9 )
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II ()a)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 (b)Eval 16851.4.pol
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
Rated-HVHZ Construction with Nail Fin(O/X-configuration)
--- - ---- - ----— - I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 127 II (W 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 (¢)Eyal 16851.S.prf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.6 _ - f.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window with Flange
Rated-HVHZ (O/X-configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FU6851 R7 11 (b) Inst 16851.6.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409
https://www.floridabuilding.org/pripr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2QiOQ%3d%3d 2/5
114/2019 Florida Building Code Online
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 ((a) Eval 16851.6.Rdf
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(0/X-configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:NoIFL16851 R7 11 ()a)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:pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.8 --— h.4400 Single Hung Window — Extruded Vinyl"Non-Impact"Single Hung Window with Flange
i - (O/X-configuration)
Limits of Use Installation Instructions - —
Approved for use in HVHZ:No FL16851 R7 II (it)Inst 16851.8.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 16851.8 for Design Pressure Ratings,any FL16851 R7 AE (d)Eval 16851.8.p_a
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.9 — i.4450 Single Hung Window Extruded Vinyl"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 (d)Inst 16851.9.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 16851.9 for Design Pressure Ratings,any FL16851 R7 AE M Eval 16851.9.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.10 J.4450 Single Hung Window Extruded Vinyl"Impact'Single Hung Window with Flange(O/X
--- - -- ---- -
-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II (c) Inst 16851.10.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 16851.10 for Design Pressure Ratings,any FL16851 R7 AE (.d)Eval 16851.10.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.11 — k.4450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Window New Construction
Rated-HVHZ with Nail Fin(O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 II (b. Inst 16851.11.o�
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 16851.11 for Design Pressure Ratings,any FL16851 R7 AE (¢)Eval 16851.31.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.12 ]T4450 Single Hung Window Impact 1 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 (¢)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.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.13 -- m.4000 Twin Single Hung Window Extruded Vinyl"Non-Impact'Twin Integral Mulled Common
Jamb Single Hung Window New Construction with Nail Fin(O/X
10/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II (p)Inst 16851.13.pdf
httpsJ/www.floridabuilding.orgtpr/pr_app_Otl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLICDIJOysrHoxOGegcEYNv7g2QiOQ%3d%3d 315
1/4/2019 Florida Building Code Online
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 FL16851 R7 AE (b)Eval 16651.13.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.14 n.4000 Twin Single Hung Window Extruded Vinyl"Non-Impact"Twin Integral Mulled Common 1
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)Eva[ 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 Fin(O/X
I O/X I O/X-configuration)
Limits of Use — — �— Installation Instructions — —
Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.15.p
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 (b)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(0/X 10-configuration)
Limits of Use —~ -- Installation Instructions
Approved for use in HVHZ:No FL16851 R7 11 (b)Inst 16851.16.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 16851.16 for Design Pressure Ratings,any FL16851 R7 AE (b)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 II (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)Eval 16851.17,pdf
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; (O/X I O/X 10/X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 II (b)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.
16851.19 s.4900 SH/SH-Twin Single Hung Extruded Vinyl Integrally Mulled Twin Single Hung Windows
with Flange; (O/X I O/X configuration)
Limits of Use Installation Instructions —
Approved for use in HVHZ:No FL16851 R7 II (d)Inst 16851.19.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 16851.19 for Design Pressure Ratings,any FL16851 R7 AE ( Eval 16851.19.Ddf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
16851.20 T =It.4900 SH/SH/SH-Triple Single Extruded Vinyl Integrally Mulled Triple Single Hung Windows
https://www.floridabuilding.org/pr/pr_app_Otl.aspx?param=wGEVXQwtDgtmmTSTNdVPsacfoLiCD]JOysrHoxOGe9cEYNv7g2Q!OQ%3d%3d 4/5
1/4/2019 Florida Building Code Online
1 Hung with Flange; (O/X I O/X I O/X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL168SI 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 FL168SI R7 AE (d)Eval 16851.20.adf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
Go to Page (0 0 0 Pagel/20 0
Contact Us::2601 Blalr Stone Road,Tallahassee FL 32399 Phone:850.487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Edvag Statement::Accessibifity 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,Fs.,please click here.
Product Approval Accepts:
Credit Card
Safe
haps://www.iloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQmADgtmmTSTNdVPsacfoLiCDIJOysrHoxOGe9cEYNv7g2Qi0Q%3d°/a3d 5/5
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1 EXTRUDED 465' RIGID PVC
2 EXTRUDED VINYL GLAZING BEAD RIGID PVC ('� 1!8'ANNEAIL
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3 EXTRUDED VINYL GIRL 475A RIGID PVC U 0 090r SAa�7c�Pve MOeawYst
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7 LOCK RAIL 6 RIGID PVC I INf'ANNEALEaGLASS
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9 MEETING RAILREINIFORCEMEW 6063-T5AlLM METALR@NEORCEDBUIYL =
10 LOCK RAIL R13NFORCEMEW 6063-75 ALUM
12 SASH L K _ Not approved WW.tar use above 30 feet In the W.
13 BOTTOM RAILR13NFORCE%W 6063-MALUM GT GLA?1NGOETi1R
14 HEAD ADAPM 473' RIGID PVC n a
18 STILE REINFORCEMENT 6063-15 ALUM
20 WEANIERSTRIP
21 BALANCE COVER M RIGID PVC
22 EXTRUDED VNYL GLAZM MW W/DRIP EDGE ` RIGID PVC GUS BE 7/B'OA GLASS THK
dl 24 BULBGASKIT WmwuRYj - FOAM GLAENGSEUM �,
T •THE APPROVED WHITE RIGID PVC EKTERIOR EXTRUSIONS FOR WINDOWS ARE TO BEPRODUCED BY
EXTRUDERS LICENSEES IN'AAMA CERIIFICAMN PROGRAMS FOR RIGID PYC EXTRUSION$•. � IX El
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11.1/2019 Florida Building Code Online
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.18Application Type ALL Product ManufacturILE
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Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
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Search Results-Applications
Type Manufacturer Validated By, Status
FL15054- Revision NewSouth Window Solutions Ryan J.King, Approved
R6 FL#:FL15054.18 P.E.
History, Model:r.9650 Fixed Window-Impact Rated-HVHZ (813)767-
Description:Extruded Vinyl Direct Glazed"Impact"Fixed Window with Flange 6555
(O configuration)
Category:Windows
Subcategory:Fixed
.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.gWlight 2007-2013 State of Florida.Ec 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 officeby 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 4S5,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 clIck here.
Product Approval Accepts:
"Am law-71
—sr ®" [�tf:t
Credit Card
Safe
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1/4/2019 Florida Building Code Online
l a0 JT4�9
p
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us i BCIS Site Map ! Links Search i
b'r
:."ll Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>epplication IJst>Application Detail
aa + FL# FL15054-R6
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
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
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.
d Validation Checklist-Hardcopy Received
Certificate of Independence FL15054 R6 C01 (5; Certificate of Indepgndence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2008
AAMA/WDMA/CSA101/I.S.2/A440 2005
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2008
ASTM E1996 2009
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FLI5054 R6 Equiv (p)Fquivalencv of Standards.pij
httpsJ/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPI8Ew9YUwBR2H3fjj°/*2fiTNBzuDZKx5cBPf3A%3da/o3d 1/5
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Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/23/2018
Date Validated 02/05/2018
Date Pending FBC Approval 02/15/2018
Date Approved 04/10/2018
Summary of Products
Go to Page Page 1/20 0
FL# Model,Number or Name Description
15054.1 - a.DuraGard Fixed Window — Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window
utilizing a Nail Fin Installation(0 configuration)
Limits of Use-.------- ----.__.------__—._—._--Installation Instructions ~-
Approved for use In HVHZ: No FL15054 R6 II (a)Inst 15054.1.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 15054.1 for Design Pressure Ratings,any FL15054 R6 AE (a)Eval 15054.1.pd(
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.2 b.DuraGard Fixed Window - _ Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window(O
configuration)
Limits of Use Installation Instructions — -
Approved for use In HVHZ:No FL15054 R6 11 (a]Inst 15054.2.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 15054.2 for Design Pressure Ratings,any FL15054 R6 AE (a) Eval 15054.2.pdff
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.3 1c.TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window
utilizing a Nail Fin Installation(0 configuration)
Limits of Use _ - Installation Instructions —
Approved for use In HVHZ:No FL15054 R6 11 (a)Inst 15054.3.12df
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 15054.3 for Design Pressure Ratings,any FL15054 R6 AE (a)ev_b 15054.3.p_df
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.— ----- - --- - -- -_— - --- —�
15054.4 — d.TrustSeries Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window(0
configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15054 R6 II (a}Inst 15054.4.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 15054.4 for Design Pressure Ratings,any FLI5054 R6 AE (A) Eval 15054.4.pdf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.5 e.Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed"Non-Impact"Fixed
Window utilizing a Nail Fin Installation(0 configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS054 R6 II (a}Inst 15054.5.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 15054.5 for Design Pressure Ratings,any FL15054 R6 AE (a)Eval 15054.5.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.6 f.Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed"Non-Impact"Fixed
1--- -- - - ---_------- _ _ __ --_-- -- 1
httpsJ/www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDquS73Fr2ZyiP18Ew9YUwBR2H3fj%2t iTNBzuDZKx5cBPf3A%3d%3d 215
1/4/2019 Florida Building Code Online
Window(0 configuration)
Limits of Use — Installation Instructions
Approved for use In HVHZ: No FL15054 116 iI (a)Inst 15054.6,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 15054.6 for Design Pressure Ratings,any FL15054 R6 AE (a) Eval 15054.6.pdf
additional use limitations, installation instructions and product Created by Independent Third'Party:Yes
particulars.
15054.7 — g.DuraGard Fixed Window Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing a
—-- --`'_— —_ Nail Fin Installation(O configuration)
Limits of Use Installation Instructions —
Approved for use in HVHZ:No FLIS054 R6 II (a)Inst 15054.7.odf
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 15054.7 for Design Pressure Ratings,any FL15054 R6 AE (a)Eval 15054.7.pdf
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.
15054.8 h.DuraGard Fixed Window Extruded Vinyl Direct Glazed"Impact"Fixed Window with
Flange(0 configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL15054 R6 II (a)Inst 15054.8.odf
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 15054.8 for Design Pressure Ratings,any FLIS054 R6 AE (a)Eval 15054.8.Rdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15054.9 1.4600 Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window
_— utilizing a Nail Fin Installation(0 configuration)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15054 R6 II (a)Inst 15054.9.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 15054.9 for Design Pressure Ratings,any FLIS054 R6 AE (a)Eval 15054.9.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.10 — j.4600 Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window with
Flange(O configuration)
—---------- ------------- ------- - ---- -- --- -------------------
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS054 R6 II (a)Inst 15054.10.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 15054.10 for Design Pressure Ratings,any FL15054 R6 AE (a)Eval 15054.'l0.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.11 - k.4650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing a
Rated-HVHZ Nail Fin Installation(0 configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15054 R6 II (a)Inst 15054.11.odf
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 15054.11 for Design Pressure Ratings,any FLIS054 R6 AE (c)Eval 15054.1I.odf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.121.4650 Fixed Window-Impact Rated Extruded Vinyl Direct Glazed"Impact"Fixed Window with-HVHZ Flange(O configuration)
Limps of Use Installation Instructions
Approved for use In HVHZ:Yes FL15054 R6 lI (a)Inst 15054.12.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 15054.12 for Design Pressure Ratings,any FL15054 R6 AE (c)Eval 15054.12.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.13 m.9600 Fixed Window Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiP18EwgYUwBR2H3f)))%2fiTNBzuDZKx5cBPf3A%3d%3d 315
1/4/2019 Florida Building Code Online
l utilizing a.Nail Fin Installation(O configuration) -
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLIS054 R6 II (a)Inst 15054.13.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 15054.13 for Design Pressure Ratings,any FL15054 R6 AE (a)Eval 15054.13.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars. —__-__-
15054.14 _ Tn9600 Fixed Window , Extruded Vinyl Direct Glazed"Non-Impact"Fixed Window with
Flange(O configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15054 R6 11 (a)Inst 15054.14.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 15054.14 for Design Pressure Ratings,any FL15054 R6 AE (11 Eval 15054.14.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.15 o.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing a
Rated Nail Fin Installation(O configuration)
Limits of Use i Installation Instructions
Approved for use in HVHZ:No FL15054 R6 11 (a)Inst 15054.15.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 15054.15 for Design Pressure Ratings,any 1`05054 R6 AE (g) Eval 15054.15.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15054.16 p.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window with
Rated Flange(O configuration)
Limits of Use _-- --- —r_--- ---_-�--- installation Instructions
Approved for use In HVHZ:No FL15054 R6 11 (b Inst 15054.16.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 15054.16 for Design Pressure Ratings,any FL15054 R6 AE (c)Eval 15054.16.Ddf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.17 �— q.9650 Fixed Window-Impact Extruded Vinyl Direct Glazed"Impact"Fixed Window utilizing a
Rated-HVHZ Nail Fin Installation(O configuration)
Limits of Use Installation Instructions
Approved for use to HVHZ:Yes FL15054 R6 II (a)Inst 15054.17.12df
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 15054.17 for Design Pressure Ratings,any FL15054 R6 AE (c)Eval 15054,17.pdf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.18 r.9650 Fixed Window-Impact Rated Extruded Vinyl Direct Glazed"Impact"Fixed Window with
HVHZ Flange(O configuration)
Limits of Use — - - — — — Installation Instructions — — —
Approved for use in HVHZ:Yes FLIS054 R6 II (ij)Inst 15054.18.pcif-
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 15054.18 for Design Pressure Ratings,any FL15054 R6 AE (C)Eval 15054.18.odf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15054.19 T s.4800 Twin Mulled"Common Jamb" Extruded Vinyl Direct Glazed"Non-Impact"Integral Mulled
Fixed Window "Common Jamb"Twin Fixed Window with.Flange(O/O Vertical
or Horizontal configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15054 R6 II (a)Inst 15054.19.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 15054.19 for Design Pressure Ratings,any FL15054 R6 AE (a)Eval 15054.19.pdf �—
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars,
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiP18Ew9YUwBR2H3fj%2fiTNBzuDZKx5cBPf3A%3d%3d 415
1/4/2019 Florida Building Code Online
15054.20 t.4800 Mulled"Common Jamb" Extruded Vinyl Direct Glazed"Non-Impact"Integral Mulled
1 Fixed Window "Common Jamb"Triple Fixed Window utilizing a Nail Fin
Installation(0/0/0'Vertical or Horizontal configurations)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FLIS054 R6 lI (a)Inst 15054.20.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 15054.20 for Design Pressure Ratings,any FL15054 R6 AE (a)Eval 15054.20.pdt
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars. _
Go to Page -'— -- - - _0 d Page 1/20 0
' O.rk racxt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850.487=1824
The State of Florida is an AA/EEo employer.jopyright 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 emalts
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:
Credit Card
Safe
https:llwww.floridabuilding.orgtpr/pr app_00.aspx?param=wGEVXQwtDquS73Fr2ZyIP18Ew9YUwBR2H3fjj%2fiTNBzuDZKx5cBPf3A%3d%3d 5/5
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covering.This product meets missile leVel'U'and includes Wind Zone 4 as defined In ASTM N
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TABLE OF CONTENTS DIMENSIONDIMENSION DIMENSION TYPE POS. INEG. O O1
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SHEL-70 DESCRIPTION
37.1'X73.1" 36.0'X 720" 31.75 X 87.75— G1 +70.0 -70.0 N z
1 Typical elevations,design pressures&general notes
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2 Horizontal cross sections N.T.S.
3 Horizontal cross sections 61.111X85.1" 80 G'X 64 0° 65.75'X 79.75 GZ +60.0 -60,0 DM Sn JK m'
4 Buck anchoring CHK
5 Frame anchoring !FS
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6 Bill o materials,components>oft details Note:This product is not approved for use above 30 feet in the'HV11r. FL-15054.18
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Search Results-A plications
FL# type Manufacturer _ Validated liy Status
---------------- - -------- -------- ---- ------ -
FL15449- Revision NewSouth Window Solutions Ryan J.King, Approved
R9 FL#:FL15449.4 P.E.
History Model:d.6000 Series/Model 6250 (813)767-
Description:Extruded Vinyl"Impact"Sliding Patio Door-(XO or OX 6555
Configurations-Nominal 8'0 x 8'0)
Category:Exterior Doors
Subcategory:Sliding Exterior Door Assemblies
.Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. -
Contact ::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 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,FS.,please click here.
Product Approval Accepts:
Na ggpct«
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Safe
https://www.floridabuilding.org/pr/pr�_app_lst.aspx 1l1
. Y
1/4/2019 Florida Building Code Online
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��K..•,ye.. .)USER:Public User
i
f Product ARpmyal Menu>Product or Application Search>Application List>Application Detail,
FL# FL15449-119
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
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior.Door Assemblies
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,P.E.
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.
r Validation Checklist-Hardcopy Received
Certificate of Independence FLI5449 R9 C01 ([)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2008
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtepa/a2bDhVRQZHMIGBdzEcIXJiCLuGta/o2fKa/o2f5POyLOWpzggrQ`/o3da/aid 1/4
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1/4/2019 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/16/2018
Date Validated 08/16/2018
Date Pending FBC Approval 08/21/2018
Date Approved 10/08/2018
Summary of Products
FL# Model,Number or Name Description -
15449.1 a.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX
Configurations-Nominal 8'0 x 810)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15449 R9 II (b)Inst 15449.1.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 15449.1 for Design Pressure Ratings,any FL15449 R9 AE ()Z)Eval 15449.1.pd
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.2--—�b.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX
Oriel Configuration-Nominal 8'0 x 8'0) --- —
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15449 R9 II (b)Inst 15449.2.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 15449.2 for Design Pressure Ratings,any FL35449 R9 AE ((z) Eval 15449.2.R�j
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.3 c.6000 Series/Model 6250 Extruded Vinyl"Impact"Sliding Patio Door-(XO or OX
Configurations-Nominal 8'0 x 8'0) —
Limits of Use — Installation Instructions
Approved for use in HVHZ:No FL15449 R9 II (12)Inst 15449,3. df
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 15449.3 for Design Pressure Ratings,any FL35449 R9 AE (5)Eval 15449.3.Ddf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.4 d.6000 Series/Model 6250 Extruded Vinyl"Impact"Sliding Patio Door-(XO or OX
Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15449 R9 11 (b)Inst 15449.4,12df
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 15449.4 for Design Pressure Ratings,any FL15449 R9 AE W Eval 15449.4,120
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.5 — e.6000 Series/Model 6400 Extruded Vinyl"Non-Impact"Sliding Patio Door-(OXXO�^
Configuration-Nominal 16'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15449 R9 Ii (b.) Inst 15449.5.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 15449.5 for Design Pressure Ratings,any FL15449 R9 AE (b.)Eval 15449.5.R�f
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.6 f.6000 Series/Model 6350 Extruded Vinyl"Impact"Sliding Patio Door-(OXO
Configuration-Nominal 9'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15449 R9 II (c) Inst 15449.6.Ddf
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
httpsllwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHMIGBdzEcIXJiCLuGt%2fK%2f5POyLOWpzggrQ%3d%3d 2/4
1/4/2019 Florida Building Code Online
Other:See INST 15449.6 for Design Pressure Ratings,any FL15449 R9 AE (p)Eval 15449.6.0ff
additional use limitations,Installation instructions and product I Created by Independent Third Party:Yes
particulars.
15449.7 — 9.6000 Series/Model 6350 Extruded Vinyl"Impact"Sliding Patio Door-(OXO
Configuration-Nominal 12'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15449 R9 fI (c)Inst 15449.7.odf
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 15449.7 for Design Pressure Ratings,any FLIS449 R9 AE (b.)Eval 15449.7.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.8 — h.5000 Series/Model 5200 — Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
-------- -- -- -
(XO or OX Configurations-Nominal 6'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS449 R9 Ii (c)Inst 15449.8.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 15449.8 for Design Pressure Ratings,any FLIS449 R9 AE (t)Eval 15449. P_dfl
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.9 i.5000 Series/Model 5300 _ Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(OXO Configuration-Nominal 9'0 x 8'0)
Limits of Use-___---_ .-_-- -_-_-__- ----_----_�--- Installation Instructions . ---�-_- --------
Approved for use In HVHZ:No FLI5449 R9 II (-c)Inst 15449.9.12df
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 15449.9 for Design Pressure Ratings,any FL15449 R9 AE (12)Eval 15449.9.p�(
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.10 - j.6000 Series/Model 6450 Extruded Vinyl"Impact"Sliding Patio Door-(OXXO
r Configuration-Nominal 16'0 x 8'0)
Limits of Use - Installation Instructions
Approved for use in HVHZ: No FLIS449 R9 lI (c)Inst 15449.10.odf
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 15449.10 for Design Pressure Ratings,any FLIS449 R9 AE (t)Eval 15449.10.odf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.11 k.6000 Series/Model 6450 Extruded Vinyl"Impact"Sliding Patio Door-(OXXO -
r Configuration-Nominal 16'0 x 8'0)
Limits of Use - Installation Instructions --- --
Approved for use in HVHZ:Yes FLIS449 R9 11 (0-Inst 15449.11.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 15449.11 for Design Pressure Ratings,any FLIS449 R9 AE ()2)Eval 15449.11.od
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.12 -- -^�I.6000 Series/Model 6300 Extruded Vinyl-"Non-Impact"-Sliding Patio Door-(OXO
Configuration-Nominal 12'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No F05449 R9 II (g)Inst 15449.12.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 15449.12 for Design Pressure Ratings,any FLIS449 R9 AE (D. Eval 15449.12.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.13_ - m.6000 Series/Model 6500 XXXXP Extruded Vinyl"Non-Impact"Sliding"Pocket"Patio Door- _
(XXXXP Configuration-Nominal 4'0 x 8'0 Panels)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15449 R9 11 Inst 15449.13.adf
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
https://www.floridabuilding.org/pr/pr_app_Otl.aspx?param=wGEVXQwtDgtep%2bDhVROZHMIGBdzEcIXJiCLuGt%2fK%2f5POyLOWpzggrQ%3d%3d 3/4
1/4/2019 Florida Building Code Online
Other:See INST 15449.13 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449.13.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.14 — n.5000 Series/Model 5200 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(XO or OX Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15449 R9 11 Inst 15449.14,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 15449.14 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449.14.odf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.15 o.5000 Series/Model 5300 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(OXO Configuration-Nominal 12'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 R9 II Inst 15449.15.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 15449.15 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449,15.Ddf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.16 p.5000 Series/Model 5400 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
__ (OXXO Configuration-Nominal 16'0 x 8'0) �—
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15449 R9 iI Inst 15449.16.(df
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 15449.16 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449.16.12df
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.17 _ q.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door utilizing a Nail
Fin Installation_(XO or OX Configurations_Nominal WO x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FLIS449 R9 II Inst 15449,17,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 15449.17 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449.17.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4874824
The State of Florida Is an AA/EEO employer.Cyjlght 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 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 Lqm.
Product Approval Accepts:
Credit Card
Safe
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Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
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Search Results-A plicatlons
FL# Ty-Re Manufacturer Validated By. Status
FL15449- Revision NewSouth Window Solutions Ryan J. King, Approved
iZ2 FL#:FL1S449.11 P.E.
Model:k.6000 Series/Model 6450 (813)767-
Description:
813)767-
Description:Extruded Vinyl"Impact"Sliding Patio Door-(OXXO Configuration- 6555
Nominal 16'0 x 8'0)
Category:Exterior Doors
Subcategory:Sliding Exterior Door Assemblies
•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 WEED employer..yj(ght 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 emalis
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 c8dc be-r_.
Product Approval Accepts:
0 rct
Credit Card
Safe
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3
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USER:Public User
Product Approval Menu>Product or Application Search>Qpnlication List>Application Detail
FL.# FL15449-R9
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@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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.Schmldt,P.E.
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 1. King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FLI5449 R9 C01 (t)Certificate of Ind9pendence.aff
Referenced Standard and Year(of Standard) Standard XQU
AAMA/WDMA/CSA10I/I.S.2/A440 2008
AAMA/WDMA/CSA101/I.S.2/A440 2011
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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1/23/2019 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/16/2018
Date Validated 08/16/2018
Date Pending FBC Approval 08/21/2018
Date Approved 10/08/2018
Summary of Products
FL# Model,Number or Name Description
15449.1 a.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX
Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 R9 iI (¢)Inst 15449.1.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 15449.1 for Design Pressure Ratings,any FL15449 R9 AE (b) Eval 15449.1.{df
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.2 b.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX
Oriel Configuration-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15449 R9 11 ()a)Inst 15449.2 Aff
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 15449.2 for Design Pressure Ratings,any FL15449 R9 AE (11)Eval 15449.2.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.3 c.6000 Series/Model 6250 Extruded Vinyl'Impact"Sliding Patio Door-(XO or OX
Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 R9 lI (¢)Inst 15449.3,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 15449.3 for Design Pressure Ratings,any FLIS449 R9 AE (g)€yal 15449.3.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.4 d.6000 Series/Model 6250 Extruded Vinyl"Impact"Sliding Patio Door-(XO or OX
Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15449 R9 II (b)Inst 15449.4.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 15449.4 for Design Pressure Ratings,any FL15449 R9 AE W Eval 15449A.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.5 e.6000 Series/Model 6400 Extruded Vinyl"Non-Impact"Sliding Patio Door-(OXXO
Configuration-Nominal 16'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 R9 II (b)Inst 15449.5.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 15449.5 for Design Pressure Ratings,any FL15449 R9 AE (b) Eval 15449.5.pdf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.6 f.6000 Series/Model 6350 Extruded Vinyl"Impact"Sliding Patio Door-(OXO
Configuration-Nominal 9'0 x 6'8)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15449 R9 11 (g)Inst 15449.6.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
httpsgAvww.floridabuilding.org/pr/pr_app_dU.aspx7param=wGEVXQwtDgtep%2bDhVRQZHMIGBdzEcIXJiCLuGt%2fK%2f5POyLOWpzggrQ%3d%3d 2/4
1/23/2019 Florida Building Code Online
Other:See INST 15449.6 for Design Pressure Ratings,any FL15449 R9 AE (¢)Eval 15449.6.pf
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.7 g.6000 Series/Model 6350 Extruded Vinyl"Impact"Sliding Patio Door-(OXO
Configuration-Nominal 12'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FLI 449 R9 II (5)Ins l 15449.7.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 15449.7 for Design Pressure Ratings,any FL15449 R9 AE (L)Eval 15449.7.pdf
additional use limitations,installation instructions and product Created by independent Third Party:Yes
particulars.
15449.8 h.5000 Series/Model 5200 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(XO or OX Configurations-Nominal 6'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15449 R9 II (c)Inst 15449.8.pdf
Approved for use outside HVHZ: Yes Verifled By: Lyndon F Schmidt,RE.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15449.8 for Design Pressure Ratings,any FL15449 R9 AE (k)Eval 15449.8.pd
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.9 1.5000 Series/Model 5300 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(OXO Configuration-Nominal 9'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15449 R9 Il (g)Inst 15449.9.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 15449.9 for Design Pressure Ratings,any FL15442 R9 AE (b)Eval 15449.9.pdf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.10J.6000 Series/Model 6450 Extruded Vinyl"Impact"Sliding Patio Door-(OXXO
Configuration-Nominal 16'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15449 R9 11 (c)Inst 15449.10,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 15449.10 for Design Pressure Ratings,any FL15449 R9 AE (¢)Eval 15449.10f
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.11 k.6000 Series/Model 6450 Extruded Vinyl"Impact"Sliding Patio Door-(OXXO
Configuration-Nominal 16'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL15449 R9 II (c Inst 15449.11.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 15449.11 for Design Pressure Ratings,any FL15449 R9 AE (¢)Eval 15449.11.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.12 I.6000 Series/Model 6300 Extruded Vinyl"Non-Impact"Sliding Patio Door-(OXO
Configuration-Nominal 12'0 x 810)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FLIS449 R9 II (p)Inst 15449.12.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 15449.12 for Design Pressure Ratings,any FLIS449 R9 AE (W Eval 15449.12.pdf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.13 m.6000 Series/Model 6500 XXXXP Extruded Vinyl"Non-Impact"Sliding"Pocket"Patio Door-
(XXXXP Configuration-Nominal 4'0 x 8'0 Panels)
Limiits of Use Installation Instructions
Approved for use In HVHZ:No FL15449 R9 11 Inst 15449.13.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant: No Created by Independent Third Parry:Yes
Design Pressure: N/A Evaluation Reports
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1/23/2019 Florida Building Code Online
Other:See INST 15449.13 for Design Pressure Ratings,any FL t 5449 R9 AE Eval 15449 13.JLdf
additional use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.14 n.5000 Series/Model 5200 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(XO or OX Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLI5449 R9 Il Inst 15449.14,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 15449.14 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449.14.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.15 o.5000 Series/Model 5300 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(OXO Configuration-Nominal 12'0 x B'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15449 R9 11 Inst 15449.15.pdt
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 15449.15 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449.15.ddf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.16 p.5000 Series/Model 5400 Extruded Vinyl"Non-Impact"Narrow Stile Sliding Patio Door-
(OXXO Configuration-Nominal 16'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15449 R9 11 Inst 15449.16.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 15449.16 for Design Pressure Ratings,any FLI5449 R9 AE Eval 15449.16.Ddf
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
15449.17 q.6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door utilizing a Nall
Fin Installation-(XO or OX Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FLI5449 R9 II Inst 15449.17.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43,109
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15449.17 for Design Pressure Ratings,any FL15449 R9 AE Eval 15449.17.pdf
additional use limitations,Installation Instructions and product Created by Independent Third Party:Yes
particulars.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEo employer.Coovrioht 2007-2013 State of Florida.::PriyaLy Statement::Accessibitity 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 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 click Jiere.
Product Approval Accepts:
El RE eth3'- E
Credit Card
Safe
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GENERAL NOTES
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1. This product has been evaluated and Is In compliance with the 6th Edition(2017) i1V 1V %// a
�? Florida Building Code(FBC)including the'I igh Velocity Hurricane Zone"(HVHZ(. z W
o:
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sembedment to base material shall be beyond wall dressing or stucco. O 0 &I
a 3. When used in the"HVHr.this product compries with Section 1626 of the Florida O X X O a a
Bulding Code and does not require an impact reptant covering.
In
4. When used In areas outside the"HVHZ"requiring wind bome debris protection,this
N product compiles vAth FBC Sections 1609.1.2&8301.21.2 and does riot require an
impact resistant covering.This product meets missile level"D"and includes Wind Zone /
4 as defined in ASTM E1996 and FBC Sections 1609.1.22 R R3012-1.2.1. �� o
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5. For 2x stud framing construction,anchoring of these units shall be the some as that
shown for 2x buck masonry construction.
s 6. Site conditions that deviate from the details of this drawing require further engineering
anoto by a ncensed engineer or registered architect. o
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TABLE OF CONTENTS a
SNEEfg DESCRIPTION MAX MAX DESIGN7RESSURE o
e
W I Typical eluvations,design pressures&generanotes FRAME D.L.O. IMERIOCR SRI RISER ME MSF) z
DIMENSION DIMENSION00
2 Bevotton POS. I NEG- ah 1/22/18 =
3 Horizontal cross sections 191.26 X 95.6 40.125"X 83.5 AWM STANDARD Gl +45,0 -60.0 wan N.T.S. 9
4 Vertical CIOSS SeCtianSM.rn: JK m
$ 5 Buck anchoft uoc M. LFS
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6 Frame anchoring oaA,r.m NO--
7
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8 BM of materials and glazing detol -
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11/8/2019. Florida Building Code Online
ji
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Code Version 2017 FL# PALL
Application Type ALL Product Manufacturer FILE" UU
Category ALL Subcategory
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
FL17472- Revision Eastern Architectural Systems Keystone Approved
R3 FL#: FL17472.2 Certifications,Inc.
History. Model:HVHZ Clipped Aluminum Tube Mullion (717)932-8500
Description: HVHZ Clipped Aluminum Tube Mullion Vertical,Horizontal,T
and X Configurations
Category:Windows
LL 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.9opy&ht 2007-2013 State of Florida.::PrivaEy,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 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 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 click here.
Product Approval Accepts:
ectiect =
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_Ist.aspx 1/1
s1/8/2019: Florida Building Code Online
e • ® 0 a � � 0
BCIS Home Login I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us SCIS Site Map I Links Search
Florida
YProduct Approval
I 'USER:Public User
d
[.�,�Y.g:Ltm
Product Approval Menu>Product or Application Search>Application List>Application Detail
a FL# FL17472-113
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@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
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
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
hfps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJS%2fr7NaD9SzMxXWfpyvfrXvrAp/o3d%3d 1/2
T118/2019ii 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 II 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
FL17472 R3 AE PER5504 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
and X Configurations
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 PER5505 SS 2018-02-14.pdf
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copy.Ll ht 2007-2013 State of Florida.::Privay,Statement::Accessibllity 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 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:
-lowni
7 99 ached M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6AvC%2bOtoUJ5%2fr7NaD9SzMxXWfpyvfrXvrA%3d%3d 2/2
r-
Document Title: Doc No: FRM B1-02
Structural Performance Rev No: 7 Page: 1 Of 1
KEYST01y� Certification
CERTIFICATIONS.INC.
Authorization Report
Required 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 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:
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 201/202/203 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.
201 8.02.1 6 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :10:21 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
N. I Appendix 1 CAR Na:622-101.0
3"a ! Expiration Date:7/18/2018
L_LJ.__j
'Eastern Architectural Systems
10030 Bavaria Road
Fort Myers,FL 33913
Load Tables for the:
IN3-1/8" 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 33.24 30.83 29.01
108 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 T' - TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18.00 24.00 30.00 1 36.00 42.00 48.00 54.00 60.00
24 200.00 200.00 200.00 1 200.00 200.00 200.00 200.00 200.00
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 _L59.53 49.61 . 42.52 . 37.21 33.07 29.77
96 66.47 49.85 1 39.88 33.24 1 28.49 j 24.93 22.16 19.94
46.69 35.01T28.01 1 23.34 ] 20.01 1 17.51 1 15.56 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
U �
Document Title: Doc No: FRM B1-02
r-7777 Structural Performance Rev No: 7 Page: 1 Of: 1
KEYSTONe Certification
CCRT1 FMA" NS
CO .INC.
�1----jI Authorization Report
Required By: PRO 61-03
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 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 atwww.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 111x3-1/811 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-301 OW-6A/7A
Test Report Expiration: 7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
201 8.02,16 145 Limekiln Rd. Suite 1008
New Cumberland, Pennsylvania 17070
11 :14:33 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONEC ERTS.COM
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 T TRIBUTARY WIDTHW (K)
(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 1 200.0
60 200.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 1 159.4
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 51.9 44.0 38.5 34.5 31.9 31.5 29.3
108 58.9 -.6 36.1 30.5 26.6 -23.7 21.8 21.5 19.9
, 1
DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" (HEAVY)-TWO-WAY MULLIONS
SPAN V TRIBUTARY WIDTHW (K)
(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
36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 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 1 83,0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 E!24.9
.9.4 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
Document Title: Doc No: FRM B1-02
—�� Structural Performance Rev No: 7 Page: 1 ot 1
KEYSTONE Certification
CERTIFICATIONS.ING.
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 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 atwww.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 1"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: I CTLA-3010W-8A/9A
Test Report Expiration: 7/18/2021
Authorized Signature:
Keystone Certifications, Inc.
201 8.02.1 6 145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
11 :37:01 -05'00 Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
r
YSTONc, A p p.e n d i x 1 CAR No:622-103.0
ERTFICATON6.INcA , Expiration Date:7/18/2018
�1
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 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
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
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 1 50.8 1 44.3 1 39.5 36.3 35.9 33.1
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
48 200.0 200.0 200.0 200.0 200.0 186.1 168.1 165.4 148.8
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 51.8 46.8 46.1 41.5
108 97.1 72.8 58.2 48.5 41.6 36.4 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 100B New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
I y
Document Title: Doc No: FRM B1-02
Structural Performance Rev No: 7 Page: 1 M 1
KEYSTONE Certification
CERTIFICATIONS.INC.
Authorization Report
Required 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 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:
Eastern Architectural Systems Model: 2"x4"Aluminum Mullion HN/T/X
16341 Domestic Avenue Operator Type: Mull
Fort Myers FL 3391.2 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 8.02.1 6 145 Limekiln Rd. Suite 1008
New Cumberland, Pennsylvania 17070
11 :46:53 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
Appendix A
YSTO�� p p 1 CAR No:622-105.0
Expiration Date:7/18/2018
Eastern 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
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
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 '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
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
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 1 200.0 1 155.1 1 124.1 1 103.4 1 88.6 1 77.6 70.1 68.9 62.0
108 1 145.2 1 108.9 1 87.1 1 72.6 1 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 100B New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
Document Title: Doc No: FRIM B1-02
Structural Performance Rev No: 7 Paye: 1 ot: 1
KSYSTOIVE Certification
gCERTIFIC/�TIONS.1 NC.
Authorization Report
Required 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 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 atwww.keystonecerts.com.
Licensee Information: Product Information:
Eastern Architectural Systems Model: 2"x6"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.
201 8.02.1 6 145 Limekiln Rd. Suite 1008
New Cumberland, Pennsylvania 17070
11 :50:16 -05'00' Phone: 717-932-8500
Fax: 717-932-8501
wW W.KEYSTONECERTS.COM
iY
K YSTONP, Appendix 1 CAR No:622-106.0
ERTFICATONB.INC Expiration Date:7/18/2018
l
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
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
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 1 200.0 200.0 186.8 161.6 144.1 131.3 123.0 121.8 114.6
108 1 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0
DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-TWO-WAY MULLIONS
SPAN 'L' TRIBUTARY WIDTH 'W' (IN.)
(IN.) 18 24 30 36 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 1 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8
108 1 200.0 . 175.1 140.1 116.7 100.1 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 100B New Cumberland,PA 17070
Phone:717.932.8500
www.keystonecerts.com
r
EASTERN ARCHITECTURAL SYSTEMS
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
GENERAL NOTES: �^'Wl'� 4 'W2
'I r'Wl'—r'W2'1
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION(2017) II
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE.
3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. / MULL
INDIVIDUAL UNITS ATTACHEDTO MULLIONS MUST BE IMPACT RATED. �� 0 / SPAN'L'
4. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING ASA MAIN WIND FORCE ANCHOR CLIP
RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADSTOTHE TMP 0 _1L
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. VERTICAL SPAN
S. 1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 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 NOT REFLECT ACTUAL CONDITIONS FORA MULLION Typ �/ �/ /'0 • \ 1V12
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �� �� _ t
NON-HVHZ AREAS.IN HVHZAREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE ITER. M
7. MULLION&CUP MATERIAL:ALUMINUM 6005-TS&6063-76(AS NOTED)
8. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL �Wl�
9. SEE SHEETS S-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION
CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A
!=A __[
10. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING TYPICAL
4
SHALL BE PROTECTED IN ACCORDANCE WITH THE 6TH EDITION(2017)FLORIDA BUILDING CODE. MULLION ASSEMBLY HORIZONTAL 11TFF MULL SPAN
MULL
INSTRUCTIONS: SPAN'L'r
1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 0
2. CHOOSE A MULLION 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. ,Wl�
• SEE SHEET it FOR ASSEMBLY AND LOAD EXAMPLES. y
2 - MULLION DL7All5 • IF ASSEMBLY TYPE CANNOT BE DETERMINED USETWO-WAY MULLION CHART.
4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN
3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10.
4 - MULLIONSECIIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR
TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED.
5 - TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN
GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING.
6 - 1"X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES
7 - 1"X 3-1/8•(HEAVY)MULLION DESIGN LOAD TABLES
8 - 1"X 4"MULLION DESIGN LOAD TABLES \\\\\ S F ///// REVISIONS ER-A"W
T�AnonrisloNoaYaT�Na
9 - 2"X 4"MULLION DESIGN LOAD TABLES ,������ //�/ Eastern EASTERN MEMSY Y
1D - \` �.wo Boone FfW SJL33 AVE
2"X 6"MULLION DESIGN LOAD TABLES ^'-"""'^•""• 14"F 1-2190 1i
11 - MULLION ASSEMBLYAND LOAD EXAMPLES
* . ••:* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
;• T T VERTICAL AND HORIZONTAL CONFIGURATIONS
GENERAL AND INSTALLATION NOTES
Q :• ��/• DATE DRANMBY: PREPMED BY:
. .••'`G����� 13 T1H
` \� SGLEDigitally signed by Hennes F.Nomm,P.E / ( \\ 5M y6/18 6TH Ev.Fec OPDA7E6 03 N.T.S. AunioR¢noNxNo issTa
Reason:I em appmVing fils document D �339Date:2018.021415:50:49-05'00' N n1.7�ODN0.�� BY DATE DESCNPTION 1
Y
—�I 2.000"
0.250"
—� �— 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"X 4" 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 10 FOR
QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP
TYPES AND DIMENSIONS.
% F. OREVISIONSr� Eastern7ERNAR EnsT aN°Mtrus"FrrvsrrstsMs
Q FTMYEM1£FLMU
•�y* n Eu~ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
T T MULLION CROSS SECTIONS
% DATE:DRAWN Br: PREPARM BY..
�i�°<s•••. G�� � 02 OS 13 TJH
DRAWB [NC.
BUILDING DROPS,
PA-0003 N.T.S. AMORIZAMONNo mSTs
30 FAST 0 S7E.JJs SHEET. REV:
FBPE aaAf..00FwmOWAnrON NO.7DSTe BY DATe DescRlPnoN — 2 OF 11
Y
4"-------- 4
0 0 � 2.25" 0 � 2.25'4'0 � 0 0
2.25"
2.625" 3.375" 0 2.25" 0 0 2.25" o
4.625" 5.375"
0 0
0.125" 2'
2.25" � 0.125" 2" L
0.125" 2' � � � t-0 0
1 2" X 5" X 13/4" L-CLIP 2.25"
2" X 5" X 21/4" L-CLIP ALUMINUM 6063-T6 0.12.5" 2"
2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 L
ALUMINUM 6063-T6 T
2" X 4" X 5 3/8" L-CLIP
10.46" ALUMINUM 6063-T6
2.501, 0.722"---1
2.25"
0 2.25" � � o T 0.7227— — 10.46"
0
2.25" 0 2.25" 0 1.75"
0 2.25" 0 0 2.25" 0 o 2.335" 2.25"
0 0 o
0.188" H—T
�2,25"
//\
2.25" 0 2.25" o
1.25" 2.125" 2.125"
.188"
T 1015/32" X 2 1/4" H-CLIP � -1 -1 1.25" � � -1ALUMINUM 6063-T6 21/4" U-CLIP 13/4" U-CLIP T
ALUMINUM 6005-TS ALUMINUM 6005-T5 I 1015/32" X 13/4" H-CLIP T
ALUMINUM 6063-T6
8.25"
2.25" 2.25" 2.25"
0 0 0 0
2.625"
—0 0 Z�•:. F. REVISIONS ADM7
510N� OEastern ATQMEDAO
TEM5
RMNK,R3393r
0.125^
-0T7eD,R,90
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
0.875" 1 T T 7 VERTICALAND HORIZONTAL CONFIGURATIONS
CLIP DETAILS
�� " �O <vQ DATE DRAWN BY: PREGARED Br:
81/4 X 3 3/8 H-CLIP ••• �A. 02/05/13 T,H
�I�s•• , \\ DRAYIINONR BbLLE: BUROINDDRORS,OF ALUMINUM 6063-T6 //HN,�;�I i a�\\\ PA 0003 N.T.S. AUMORIZAno NO.39578
` �T3Riaf�33E/.pl n�N0. BY DATE M.R—ON REV S"E 3 OF 11
w
INSTALLATION ANCHOR INSTALLATION ANCHOR INSTALLATION ANCHOR
(SEE NOTES SHEETS "EDGE
" (SEE NOTES SHEETS 11/2"MIN. (SEE NOTES SHEETS HORIZONTAL
6-30) 6-10) EMBEDMENT 6-10)
MULLION,TYP.
CONCRETE ORA
MASONRY BY OTHERSCAULK BETWEEN 3/4"MIN. n EXTERIOR MULLION CLIP
CONCRETE/MASONRY&1Xd n :° 11/4"MIN. EDGE DIST. TYP.
EMBEDMENT v•
WOOD BUCK BY OTHERS � ----- — --
'U'CLIP
/, TYP.
a
1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR
BY OTHERS MASONRY BY OTHERS
CAULK BETWEEN Q
MULLION CLIP CONCRETE/MASONRY&2X VERTICAL
TYP. WOOD BUCK BY OTHERS ° MULLION,TYP.
. I I
.;Q
2X WOOD BUCK �• _____ __ _
EXTERIOR I INTERIOR BY OTHERS v INTERIOR TYPLLION p HORIZONTAL SECTION
MULLION 4 T-MULUON INTERSECT DETAIL
TYP. SIDE VIEW
C HORIZONTAL SECTION
g VERTICAL SECTION 4 JAMB-2X WOOD BUCK
4 SIDE VIEW-HORIZONTAL
HEAD-CONCRETE/MASONRY I I
SIDE VIEW-VERTICAL INSTALLATION ANCHOR
(SEE NOTES SHEETS
6-10)
HORIZONTAL
MULLION,TYP.
EXTERIOR i I INTERIOR
MULLION EXTERIOR INTERIOR
I TYP. NOTE
MULLION CLIP
DETAILS SHOWN ARE TYPICAL FOR ALL ® ® TYP,
I I MULLION&CLIP ASSEMBLIES.SEE VERTICAL
I SHEETS 6-30 FOR ALLOWABLE MULLION MULLION,TYP.
CONFIGURATIONS,SIZES,AND DESIGN
MULLION CLIP PRESSURES.
I I TYP.
E HORIZONTAL SECTION
e•
"AV
v X-MULLION INTERSECT DETAIL
° a n• SIDEVIEW
aG ° 11/4"MIN.
•d, EMBEDMENT
PRECASTSILL .e °' a ♦J♦```ES F O��i�, REVISIONS W
EASTaNMCBTE�srsMBY OTHERSEastern EMESIIC METAL SYPY16341DOMESTICAVEINSTALLATION ANCHOR ;p ""�•.00_. "' RMYFRS,F133912
3an<DF-xFOD
(SEE NOTES SHEETS 21/2"MIN. T nT� HVHZ CLIPPED ALUMINUM TUBE MULLIONS
6-10) * '* = VERTICAL AND HORIZONTAL CONFIGURATIONS
EDGE DISTANCE O T T 0 INSTALLATION DETAILS
A
VERTICAL SECTION �o'••., �`� D^ °�^ � `^�°�
4 N_ D2 DS 13 TJH BUILD IN
DROPS,INC
SILL-CONCRETE/MASONRY �� • • G ♦♦ DRAYARDN¢ scale FBPE CERTIFICATE OF
SIDE VIEW-VERTICAL ���{] ` ♦♦♦ PA-0003 N.T.S. �1 AUTHORIZATION NO.29S78
JDe ]7e SHEET. REY.
FNPE carr.OF AOTHORrIAnoN Na zone sv DAre DE6DFtIPf10N REv 4 OF 11 -
VERTICAL MULLION
U-CLIP TO MULLION
CONNECTION
HORIZONTAL MULLION
H-CLIP
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
REVISIONS -,- EASTERNAR omslcR,RusrBren,S
Eastern EA9ONCf
ERN METAL SYPPLY
1T3 RSMESNCAVE
1 MF 1-2190 1E
" 1dFFJ0,-219D
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
a T T z VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION AND CLIP ASSEMBLY DETAILS
��OpP•'•���� DATE:DRAWN BY: PREPARED BY:
�i�'cFs'••.,, .••`G\�`\� 02/05/13 T1H BUIUnNGDROPS,INC.
PE CERFIFIWE OF
p. -A17pa7JAAM PA-0003 N.T.S. ®� AUTHORIZATION NO.29578
390 EAST D BaW X717-SIL 37E BHEET: REV:
DANA BEAiL 3J001 DESDRIPnON REV 5 OF 11
L
FBPE CORE.a AUn10RRAnON NO.2DM -
�I
DESIGN PRESSURE LIMITS FOR MUWON:1"x3-1/8" UG -ONE-WAY MULLIONS
MULLION ONS I MULLION
SPAN'L' TRIBUTARY WIDTH'W'(IN.
IN. 18 24 30 36 42 48 53. 54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.00.0 200.0 200.0
36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.125"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" -� -�
60 200.0 200.0 18LO 158.0 143.3 130.3 129.8 129.3 127.6
72 16L6 123.7 10L5 87.3 77.7 71.1 67.2 66.7 63.8
84 10LO 76.9 62.7 53.5 47.1 426 39.7 39.3 36.9
% 67.0. 511 4L5 35.2 30.8 27.6 25.6 25.2 23.5 ONE-WAY MULLION DIAGRAMS
108 47.2 35.7 28.9 24.4 2L3 19.0 17.5 17.2 15.9
0.375"
DESIGN PRESSURE LIMITS FOR MUWON:1^x3.1/8^ UG -TWO-WAYMUWONS 1" X 3-1/8" (LIGHT) MULLION
SPAN'L' TRIBUTARYWIDTH'W'(IN.) ALUMINUM 6005-TS _T MULLION
IN.) 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 A
36 200.0 200.0 200.0 200.0 19L4 167.5 1SL3 148.9 134.0
48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111 100.5
60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W 1+W2
72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 525 473 TRIBUTARY WIDTH= 2
84 99.2 74.4 59.5 49.6 425 37.2 33.6 33.1 29.8
% 66.5 49.9 39.9 33.2 28.5 24.9 225 222 19.9
108 46.7 35.0 2&0 23.3 20.0 17.5 15.8 15.6 14.0
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 15 ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4 SEE SHEET 3 FOR SPECIFIC
QUALIFIED ANCHOR CLIPS 5. ANCHOR EQUIREMENTS:CLIP DIMENSIONS.
•WOOD:N34 WOOD SCREWS
•
CMU:1/4"IT1N TAPCONS
•CONCRETE:2/4"ITW TAPCONS
•
METAL:1/4"SELF-DRILLING SCREWS(GRADE 5)
0 0 0 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.
0 •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 TOASTMCgo.
•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 MIN.4000 PSI.
21/4" U-CLI P -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'THICKALUMINUM 6063-T5.
ALUMINUM 6005-TS **MUST BE USED IN PAIRS
U-CLIP FOR USE ONLY IN
MULLON-TO-MULLION
CONNECTIONS o 0 0 \ `�ES F �'n����i� REVISIONS ?- no;
Eastern ��"""RD o MTEM
\\(U1•• • 0 - EASTERN MUALSYPPLY
\ �`•_ •/� .�:.".w............,e.e.. 1 1100MESNCAVE.
u.wHuw•nwo VINYL 18llJ01-2130
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP 0 0 0 * ,• :* HVHZ CLIPPED ALUMINUM TUBE MULLIONS
TYPES AND DIMENSIONS. 0 T T VERTICAL AND HORIZONTAL CONFIGURATIONS
1015/ 1F " 11 <U 1"x 3 1 8"LIGHT MULLION
32 X 21/4 H-CLIP o •. P•:_�, DATE DRAYMBY:ALUMINUM 6063-T6 i�,Fss ` 5 13 T1HBUILDING DROPS.ING
FBPECERNFICATEOF
OFlw�N:.T.S ®� AUTNORD'ATION N0.29573
�95
EAST
me
TT By DATE DESCRIPTION SMEEF: NEy:
FBPE DDTT.OF AUTHDRI7AIM N0.29573 6 OF 11
DESIGN PRESSURE LIMITS FOR MULLION: x3.1/8" HEA -ONE-WAY MULLIONS MULLION
'L' MULLION-
-(IN.)
� I
SPANTRIBUWI
TARYDTHMP(IN.) 1.000" MULLION -L
IN.) 18 24 30 36 42 48 S3.M 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 0.125"
60 200.0 200.0 200.0 19L4 176.7 167.5 162.2 16L6 159.4
72 200.0 154.5 126.8 109.1 97.1 88.9 84.0 83.3 79.7 3.125" -��•
84 126.2 96.1 7&4 66.8 5&9 S3.2 49.6 49.1 46.1
96 84.2 63.9 5L8 40..0 38.5 34.5 3L9 3L5 29.3 ONE-WAY MULLION DIAGRAMS
108 5&9 44.6 36.1 305 26.6 23.7 2LS 21.5 1 19.9
DESIGN PRESSURE LIMITS FOR MULLION:1"x3.1/8" HEAVY-TWO-WAY MUWONS 0.625" ,---------I
SPAN'L' TRIBUTARYWIDTH'IM(IN.) 1" X 3-1/8" (HEAVY) MULLION MULLION
(IN. 18 24 30 36 42 48 53.125 54 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 ALUMINUM 6005-TS
36 200.0 200.0 200.0 200.0 19L4 167.5 ISL3 148.9 134.0
48 200.0 WILD 200.0 167.5 143.6 125.6 113.5 111.7 100.5
60 200.0 200.0 160.8 134.0 114.9 500.5 90.8 89.3 80.4
72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 S9.1 Wl+W2
84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 41.3 37.2 TRIBUTARY WIDTH= 2
96 83.0 62.3 49.8 41.5 35.6 31.3 28.1 27.7 24.9
108 58.3 43.7 35.0 29.2 25.0 21.9 ]9.8 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 5 R
. ANCHO EQUIREMENTS:CLIPDIMENSIONS.
•WOOD:N14 WOOD SCREWS
•
CMU:1/4"ITW TAPCONS
o •
CONCRETE:
EAR � 1SELF-DRILLING SCREWS(GRADE 5)
0
6. INSTALLATION SUBSTRATES:
13/4" U-CLIP o o •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
MULLION-TO-MULLION 2tt X 5tt X 13/4" L-CLIP -METAL ANCHORS SHALL HAVE AMIN.(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.
ALUMINUM 6063-T6
"MUST BE USED IN PAIRS
02
AD1W2
IREVISIONS Eastern ' �o�SFY
Y
OMIMICAV
FrMYER5,0.39
NOTE:SEE SHEET 3 FOR SPECIFIC CUP _
* 7 * TmE VHVHZ CLIPPED LAND HORIZONTALIUMTUB MULLIONS
TYPES AND DIMENSIONS. 0 0 0 v T T o
1"x 31 8"HEAVY MULLION
1015/ n " �Oc .• C P;:'•��/�: DATE DMWN BY: PREENED BY:
32 X 13/4 H-CLIP FS••.. ... . 02/05/13 T,H BUILDING DROPS,INC
ALUMINUM 6063-T6 i, � C�`�� DRAYAN0N0 � FBPE CERTIFICATE OF
.`.308 EAST 0 ( ca� � PA-0003 N.T.S. ®� AumoRVAnoNNo.zvsTe
91EET: REv:
FRPE SA°T. �AwT°NID�L a No.xcsTe D'' a`TE DESCRVm R- .OF 11
MULLION
DESIGN PRESSURE LIMITS FOR MUWON:1°x4"-ONE-WAY MUWONS � � 1.000"
SPAN'L' TRIBUTARYWIDTH'1M(IN.) MULLION
IN.) 18 24 30 36 42 48 N202.0
54 60
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 P/i36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 [nil60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.072 200.0 200.0 20x0 18LS 16L6 147.9 13&6 132.6 4.000"80. zoo.0 159.9 130.4 u12 98.0 88.5 817 76.7 ONE-WAY MULLION DIAGRAMS
% 140.1 106.3 86.3 73.2 64.1 57.4 53.1 52.5 48.8
108 98.1 14.2 60.1 Sa. 44.3 39.5 36.3 35.9 33.1
DESIGN PRESSURE LIMITS FOR MU W ON:1"x 4"-TWO-WAY MUW ONS
SPAN'L' TRIBUTARY WIDTH'W'(IN.) 0.2
50MU1LLION MULLION
F, E
IN. 10. z0. 30 36 42 48 53.1zs 54 fiD 1"X 4" MULLION
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 19&5
ALUMINUM 6005-T5
48 200.0 ZOQO 200.0 200.0 200.0 186.1 16&1 165.4 14&a
60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1
72 200.0 200.0 796.6 163.8 140.4 1229 1110 109.2 98.3 W1+W2
84 200.0 154.7 123.8 103.2 8&4 77.4 69.9 68.8 6L9 TRIBUTARYWIDTH= 2
95 13&2 103.7 829 69.1 59.2 SL8 46.8 46.1 415 -��-
108 97.1 728 58.2 48.5 41.6 36.4 329 324 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&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:N14 WOOD SCREWS
•
CMU:1/4"ITW TAPCONS
•CONCRETE:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •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
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
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-TS.
o 0 0 o
2" X 4" X 3 3/8" L-CLIP REVISIONS Eastern �""ADMaON""`� F"B
n n � ES F O ''�i IR
EAsrEwM msmRET81/4 X 3 3/8 H-CLIP Q . F` 1630.DO.MCAW.
ALUMINUM 6063-T6 �^ewo0"MUST BE USED IN PAIRS
ALUMINUM 6063-T6 Z: 7 :O T nE ----__---- ��'u
* , * HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
T T 1"x4"MULLION
:• ( P;' <v A ED BY:
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP ���O DAM DRAvmM
�� ••.•• G��`��
02/05 13 TJH PREP
TYPES AND DIMENSIONS. ,,`�� DMru
WNONO sE FBVECEATIFICATEOF
p�6o.7ar's >� PA 0003 N.T.S. ®� AUFNORMATION NO.29578
E3sr
sNEEr
Fac Di Aumaa¢At Na znsTe °A� DEQ 1ON 8 OF 11
DESIGN PRESSURE LIMITS FOR MUWON:2"x4"-ONE-WAYMUWONS MULLION I
SPAN'I: TRIBUfARYWIDTH'W'(IN.) 2.000" {�--
IN. 18 24 30 36 42 48 53.125 54 60 I I MULLION
24 2000 1 2010 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 2000 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 2000 200.0 200.0 200.0 200.0 0.250"
72 200.0 200.0 200.0 200.0 20D.0 197.0 18110 186.8 180.1
84 200.0 200.0 195.1 16114 14&6 132.5 123.5 122.2 114.8 I---� -�
4.000"
96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 7&5 73.0
108 14&7 11L1 89.9 76.0 66.2 1 59.1 1 54.4 1 53.7 49.5 ONE-WAY MULLION DIAGRAMS
DESIGN PRESSURE UMITS FOR MUW ON:2"x 4"-TWO-WAY MU W ONS
SPAN T TRIBUTARY WIDTH IM IN.
(IN.) 18 24 30 36 42 48 53.125 S4 60 MULLION
24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" MULLION
36 2D0.o 200.0 200.0 20Do 2000 200.0 200.0 200.0 200.0 2" X 4"MULLION
48 200.0 200.0 200.0 200.0 200.0 197.0 17&0 175.1 157.6
60 200.0 203.0 200.0 200.0 180.1 157.6 142.4 140.1 1261 ALUMINUM 6005-TS
72 200.0 2010 200.0 175.1 150.1 13L3 118.7 11&7 105.1
84 200.0 200.0 180.1 150.1 12&7 1126 101.7 100.1 90.1
96 200.0 155.1 124.1 103.477.6 70.1 68.9 620 Wl+W2
108 145.2 108.9 87.1 71 88.6 62.2 54.5 49.2 480 43.6 TRIBUTARY WIDTH= 2
TWO-WAY MULLION DIIA-G-RAIZ-MS-I
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS AND 5 FORTYPICAL INSTALLATION METHODS&CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEETHIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS.
5. ANCHOR REQUIREMENTS:
•WOOD:#14 WOOD SCREWS
•CM U:1/4"ITW TAPCONS
QUALIFIED ANCHOR CLIPS •CONCRETE:1/4"ITWTAPCONS
:METAL:1/4"SELF-DRILLING SCREWS(GRADES)
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 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-TS.
0 0 0 0
2"X 4" X 3 3/8" L-CLIP _
ALUMINUM 6063-T6 ,�%%" F. i��i'' REVISIONS EaSyPmy
stern FA NomONOF
"MUST BE USED IN PAIRS ; Q FQ i� � �.,
(v• I fe1E100MF5FIC` 2 RM1'ER5 F13ri1
uu w,iw uw,nwo V�wvL I��F.t190
7R HVHZ CLIPPED ALUMINUM TUBE MULLIONS
a T T ?D VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CUP2"x 4"MULLION
TYPES AND DIMENSIONS. O ( P,:•<4�� DATEDM"Ir PREVIIREDBY:
�i�T�s••• ,`, G�2`�� 02 05/13 TJH BUROINGDROPS,INC.
'7�.'E is22a%%%% DFu o�. SCALE PA-0003 N.T.S. ®� AUTHORIZATION NO.29578
sea sn9r D p� sm Sta sH�r: REv:
FEPE IIAT.a wnrolazmai ND.2es7e DATE DESCIMION "� 9 OF J -
2.000" MULLION
DESIGN PRESSURE LIMITS FOR MUW ON:2"x 6°-ONE-WAY MULLIONS
SPAN'V TRIBUTARYWIDTH'W(IN.) MULLION
IN.) IS 24 30 36 1 42 48 1 53.1251 S4 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
0.250"
48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0
60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 -� -�
72 200.0 200.0 200.0 200.0 200.0 197,0 18&0 186.8 180.1
84 200.0 200.0 2000 1910 1715 157.6 14&7 147.5 140.1
96 2oa0 200.0. 186.8 161.6 144.1 13L3 123.0 12LB 114.6 ONE-WAY MULLION DIAGRAMS
108 200.0 197.0 1627 140.1 124.2 1 112.6 104.9 103.8 97.0 6.000"
DESIGN PRESSURE LIMITS FOR MUWON:2"x6"-TWO-WAYMUWONS MULLION
SPAN'L' TRIBUTARYWIDTH IM(IN.) MULLION
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
48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6
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 13L3 118.7 116.7 105.1 flo.25084 200.0 200.0 ]80.1 150.1 12&7 112.6 101.7 100.1 90.1
96 200.0 197.0 157.6 13L3 112.6 98.5 89.0 87.678.8 2" X 6"MULLION x-
108 2MO 175.1 140.1 116.7 100.1 87.6 79.1 n.8 70.0 TWO-WAY MULLION DIAGRAMS
ALUMINUM 6005-TS
[TRIBUTARY WIDTH= W1+W2
2
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.
QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS.
S. ANCHOR REQUIREMENTS:
•WOOD:614 WOOD SCREWS
•
CMU:1/4"ITW TAPCONS
0 0 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 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 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.
•METALANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEELSHALL BE MIN.18 GA.(0.045"
THICK),33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5.
0 0 0 0
REVISIONS Eastern
2"
X 4"
X 5 3/8n L-CLIP
ALUMINUM 6063-T6 ��`�(v�.• �iQ iii' .. I IMMMCAVE.
**MUST BE USED IN PAIRS ;O T Y }. :a7 w,ee a o'o:: fTMTERs fEv9u
HVHZ CLIPPED ALUMINUM TUBE MULLIONS
VERTICAL AND HORIZONTAL CONFIGURATIONS
NOTE:SEE SHEET 3 FOR SPECIFIC CLIP •; T T 2"x 6"MULLION
TYPES AND DIMENSIONS. - 0 •.• ( P;'�7U`� CAM DRAYAIer. PREPARWBY:
•• NG DROPS,INC.
02 05/13 TIH
OMNRIO NO. SCALE: r 181E CERTIFICATE Of
�, PA-0003 N.T.S. AUTHORIZATION NO.29578
393 EAST D sNEEr: REV:
Taff�a��718iL TION Na BY DAre °EscR�BDN "E'� 10 OF 11
EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES
MULL W1 W2 S ANL
SPAN' L'
L'
MULL
SPAN'L'
Wl'
'Wl'
'Wl'
'W2'
MULL
lo SPAN T' 'W2'
'W2'
LL
HORIZONTAL MULLION HORIZONTAL MULLION
TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY
VERTICAL MULLION HORIZONTAL MULLION
'Wi' 'W2'
MULL MULL
SPAN'L' SPAN'L'
Wil 'Wl'
ox
MULL
SPAN'L'
'W2' 'W2'
LL ILL==J ILL==U
VERTICAL MULLION
HINGED DOOR W/SIDELITE HORIZONTAL MULLION HORIZONTAL MULLION
\\\\\ S F. /// REVISIONS �� EAsrERN AA DIVISION OF
OF
,., ��..... p r Eastern EAS CAW.TAL SYPPLY
NOTES: �� (`Q : .FP ,� �.. - z93a3 oDMEsncavE.
1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT p 1, eC:oma.=o o'ae: RM1ttERS,R33912
SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 7 n anaol-z+90
2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY ASSEMBLY * . * _ HVHZ CLIPPED ALUMINUM TUBE MULLIONS
CONFIGURATION VALUES. a T T VERTICAL AND HORIZONTAL CONFIGURATIONS
MULLION ASSEMBLY AND LOAD EXAMPLES
3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. %gyp �U�,� DATE:DRAWN BY; PREFAREOBY.-
�•.. .. `G,\�`\� D2 D5 13 TJH f BUILDING DROPS,INC.
/ ` DMN1N0 N0: SCALE
MOWANNO.2295M
MO
30E/STD fH B1aSIE VE SHEET:PA-0003 REV:N.T.S. AU
TEPE CDAN
OUP AVTNONITAII�OtN�Na x95Te BY DATE DESCRIPTION REV 11 OF 11
� a
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
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
Report 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
16341 Domestic Ave.
Ft Myers, FL 33912 ``����►�iii�������
SES F.
Prepared by: = :. • •-.-po
Hermes F. Norero, P.E. 0 7
Florida Professional Engineer#73778
Date:02/06/18
0 ••• Cp P.�• ��:
Contents: i T�•••••'•••••' C'N
Evaluation Report Pages 1-4 0*# 'S/ONA%-
Digitally signed by Hermes F.Norero,P.E. HermeP.E.
Reason:I am approving this document Florida No.73778
Date:2018.02.14 15:47:48-05'00'
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 02/06/18
Certificate of Authorization:29578 Report No: 5505
Manufacturer: Eastern Architectural Systems
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method 1a
Product Name: HVHZ Clipped 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 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 611 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 6th 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 6th 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.
5. 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
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 02/06/18
Certificate of Authorization:29578 Report No: 5505
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 6th Edition(2017) FBC
Referenced Data:
1. Product Testing performed by:
Certified Testing Laboratories
(FBC Organization#:TST1577)
Report#: CTLA 301OW-4 Report Date:07/18/14
Report#: CTLA 3010W-4A Report Date:07/18/14
Report M CTLA 301OW-5 Report Date:07/18/14
Report M CTLA 3010W-5A Report Date:07/18/14
Report#: CTLA 301OW-6 Report Date:07/18/14
Report#: CTLA 3010W-6A Report Date:07/18/14
Report#: CTLA 301OW-7 Report Date:07/18/14
Report#:CTLA 3010W-7A Report Date:07/18/14
Report#:CTLA 301OW-8 Report Date:07/18/14
Report#: CTLA 3010W-8A Report Date:07/18/14
Report#: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
BUILDING DROPS FL#: FL17472
A Perfect Solution in Every Drop! Date: 02/06/18Report No: 5505
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas 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