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Product Approval
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PL# FL5889-R4
F1LE Ao;'*&OPY
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Shwinco Architectural Products,LLC
Address/Phone/Email 171 let Services ay
Dothan,A 6303
3RECEIVED
(334)556-1000
engineering@shwlnco.com JUN 2 6
2019
Authorized Signature Keith Schneider ST, LUCie Coun
engineerl.ng@shwinco,com tiY, Permitting i
Technical Representative Craig Shipp
Address/Phone/Email 400 Aberdeen Loop
Lynn Haven,FL 32444
(850)271-8900
shwinco@knology.net
Quality Assurance Representative Craig Shipp
Address/Phone/Emall 400 Aberdeen Loop
Panama City,FL 32405
(850)271-8900
shwinco@knotogy.net
Category Windows
Subcategory Mullions
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 Gene Kearley
Evaluation Report
Florida License PE-52484
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Locke Bowden P.E.
.' Validation Checklist-Hardcopy Received
Certificate of Independence FL5889 R4 COI Engineering ggnert 2015-0004.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
haps://www.floridabuilding.org/pr/pr_app_ ti.aspx7param=wGEVXQwtDqu%2fUh7QflOgtgwk5v4AC14gNb!FmgYg2JBQ%3d 1/2
WaOlg_ Florida Building Code Online
r
Sections from the Code
,ki i affirm that there are no changes In the new Florida Building
Code which affect my product(s)and my product(s)are In
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes :=:No —N/A
FL5889 R-4 COC 5889 R4 NOA 2012-0007.pd
Product Approval Method Method I Option D
Date Submitted 10102/2017
Date Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/05/2017
Summa! r of Products
FL Al Model,Number or Name Description
5889,1 SERIES II MULLION ALUMINUM REINFORCED MULLION-IMPACT
Limits of Use Installation Instructions
Approved for use In 1IVI4Z:Yes FL5889 R4 II GAP M 1001 Dwo.gd
Approved for use outside HVHZ:Yes Verified By: Gene Kearley FLORIDA PE 52484
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
other:REFER TO SAP,M.1001 FOR Specific Design Pressure FL5889 R4 AE Enq nee' 11pOprt 2015-0004,Ddf
and Limits of Use. Created by Independent Third Party:Yes
Rack Next
contact us;;26o1 Blair Stone Road,Tallahossee FL 32399 Phons:850-487-1824
The State of Florida Is an AA/EEO employer. plight 2007-2013 State of Florida ::privacy statement n Accesslblillu Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall 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(!),
Florida statutes,eftecbve October 1,2012,licensees licensed under Chapter4S5,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 pubac record.Ir 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 ham•
Product Approval Accepts:
`Cfedlt.Card
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DETAIL 1 DETAIL 2 DETAIL g DWG#:
CLIPPED MULLION CLIPPED MULLION UNCLIPPED MULLION SAP'M'1401
MAX DP+50/-50 MAX DP+50/-50 MAX DPtW-70 SHEET:
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CLIPPED METHOD
SWffATHM eY 3/r MIDI 03M .
OTHM - DISTANCE 2RWOOp FRAWOYOTMM -
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3OF3
Gem Kearley, P E. Engineering Evaluation Report
319 Chapelwood Drive Report No.:2015-0004
Dothan,AL 36305 FL 5889
FLA No.52484
Manufacturer: Shwinco Architectural Products,LLC
171 Jet Services Way
Dothan,AL 36303
Product Une:Series H Mullion(IMPACT)
Maximum Dimensions&Design pressure:(See drawing SAP.M.1001,Sheet 1,Details 1,2,&3)
Compliance:
The above mentioned product has been evaluated under method 1(d)for compliance with the
requirements of the Florida Department of Business and Professional Regulation for Statewide
Acceptance.The product listed herein complies with requirements of the Florida Building Code including
the"High Velocity Hurricane Zone"(HVHZ).
Gene Kearley,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.
Supporting Technical Documentation.,
1. Approval Document:Drawing SAP.M.1001 signed and sealed by Gene R.Kearley,P.E.(FL#
52484). Drawing SAP.M.1001 should be referenced for all specific use parameters.
2. Test Data.
a. Product Test Report#0722.01-03,Report Date:10/02/03.
American Test Lab of South Florida,Inc.(FBC Organization#TST3782)
b. Product Test Report#NCtt-210-3587-2,Report Date:08/24/09.
National Certified Testing Laboratories, Inc.(FBC Organization#T5T3589)
t. Product Test Report#MCT1210-3850-1,Report Date:12/18/12, �� lltj
National Certified Testing Laboratories,Inc.(FBC Organization#TST�'AILI
3. Test Standards4FNn
a. TAS 201-94 =
101
b. TAS 202-94 dry C �� a
c. TAS 203-94 �+ + tv
A
Report No. :2015-0004
1 of 2
4. Quality Assurance
a. National Accreditation and Management Institute(FBC Organization##QUA 1789)
Irstallatlon:
Mullion Clip Option.
A. For concrete or masonry substrates where one-by(1x),non-structural,wood bucking is
employed,or is directly fastened to concrete,use%"diameter Elco Ultracon(or equal)type
concrete screw anchors of sufficient length to achieve a minimum embedment of 1.25"into
concrete ormasonry substrates,
B. For two-by(2x)wood frame substrate,use#F12 pan head wood screws of sufficient length to
achieve minimum embedment of 1.5"into wood.framing.
Unclipped Mullion Option
A. When installing the series 9000 for a maximum design pressure of a positive 60 and a
negative 70 using unclipped mullions,all mullion fastening load is transferred to the
fastening requirements of the associated window units as tested. The maximum window
dimensions,associated with this unclipped mullion,are 74"in width and 74"in height. Use
Is limited to 74"long mullions with the-maximum tributary width of 36 5/8". Fastener
guidelines shall,be governed by fastener requirements of the associated window unit.
Umits of use:
1. This product has been evaluated and is in compliance with the Florida Building Code,including
the"High Velocity Hurricane Zone"(HVHZ).
2. The product anchors shall be as listed and spaced as shown on the details. Anchor embedment
into the substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with the
Florida Building Code and fts not retiulre an Impact resistant covering.
4. Site conditions that deviate from details of drawing SAP.M.3001 require further engineering
analysis by a licensed engineer or registered architect.
S. See drawing SAP.M.1001 for size and design pressure limitations.
Gene Kearley,P.E.-
Florida No.52484
Report No.:2015-0004
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