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FL# FL5889-R4
Application Type Affirmation A
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Shwinco Architectural Products,LLC
Address/Phone/Email 171]et Services Way
Dothanr AL 36303
(334)556-1000
engineering@shwinco.com
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative Craig Shipp
Address/Phone/Email 400 Aberdeen Loop
Lynn i tayenr FL 32444
(850)271-8900
shwlnco@knology.net
Quality Assurance Representative Craig Shipp
Address/Phone/Email 400 Aberdeen Loop
Panama City,FL 32405
(850)271-8900
shwinco@knology.net
Category windows
Subcategory Mullions
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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 M889 R4 COi Enalneerina Re op rt 201, -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
https://www.fioridebuilding.orgipr/pr app og.aspx?param=WGEVXQwtDqu%2iUh7QflOgtgwk5v4AC14gNbiFmgYg2JBQ%3d i 112
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617/2019Florida Building Code Online
Sections from the Code
v�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 watt►me new Florida Building Code.
Documentation from approved Evaluation or Validation Entity - /
`-
Yes =-:No =NIA
FL-889 R4 COS 5989 R4'NOA 2Q�,' Q07.odf
Product Approval Method Method 1 Option D
pate 9u4mitted 10102/2017
Date'Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/05/2017
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5ummary of products
FL# Model,Number or Name Description 'I
5889.1 SERIES II MULLION ALUMINUM REINFORCED MULLION-IMPACT
Limits at Use Installation instructions
Approved for use in HVHZ;Yes F1.51309 R4 II S61ILM-1061 Dwa p&
Approved for use outside HVHZ:Yes Verified By:Gene Keariey 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 EL5989 R4 AF EagkLegii—mg Report 2015-_OD04.12df
and Limits of Use. Created by Independent Third Party:Yes
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Bat.k Nexr '
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ontect ::2601 Blalr.Sto a Road,Ta11ahRssgy,fL32399 Phone,850-497-1824
The State of Florida is an AA/EEO employer.Cnnvr99bt„ Q7--2Q13 Stat-A of Florida.::Privacy cr temant::AccesslhlliN Statement::;:&&Astati m
under Florida law,email addresses are public records.If you do not want your e-matl 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 BSo.487.1345.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,Iicansees licensed under Chapter455,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.he determine if you are a licensee under chapter 455,FS.,please'dIck
Product Approval((Accepts:
Credit.'Card
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i ]DETAIL 9 DETAIL 2 DETAIL 3
CLIPPED MULLION CLIPPED MULLION UNCLIPPED MULLION SAP'M'1001
MAX DP+501-50 MAX DP+50/--50 MAXIDPt60/-70 SHEET:
'I OF 3
CUPPED METHOD
3AV MJX V)SE
DSS OISTAWE mC WOOD FRNAE BY01EPS
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DATE:4-22-15
SERIES 2 MULLION ORN BV;XRS
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1HORIZONTAL SECTION SCALEVNTS
REVISIONS
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e Ksady.,-AR Engineering Evaluation Report
319'Chapelwood Drive Report No.:2015-0004
Dothan,AL 36305 FL 5889
FLA No.52484
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Manufacturer: Shwinco Architectural Products,LLC
171 Jet Services Way
Dothan,AL 36303
Product Line:Series If Mullion(IMPACT}
Maximum Dimensions&Design pressure:(See drawing SAP.M.1001,Sheet 1,Details 1,2,&3)
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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#
I�
52484). Drawing SAP.M.1001 should be referenced for all specific use parameters.
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2. Test Data:
a. Product Test Report#0722.01-03,Report Date:10/02/03. '
American Test Lab of South Florida, Inc.(FOC Organization#TST3782) j
b. Product Test Report#NCrL-210-3587-2,Report Date:08/24/09.
National Certified Testing Laboratories, Inc.(FBC Organization#TST1589)
c. Product Test Report#NC rl-210-3850-1,Report Date:1Z/18/12.
National Certified Testing Laboratories,Inc.(FBC Organization#T5a �N,,.•NM•...
.i.�- UCP ,
3. Test Standards '� y
a. TAS 201-94 4 T Nr j
b. TAS 202-94 �
t. TAS 203-94 CA"
Report No. :2015-0004
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4. Quality Assurance
a. National Accreditation and Management Institute(FBC Organization#QUA 1789)
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Installation: j
Mullion Clip Option.
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A. For concrete or masonry substrates where one-by(1x);non-structural;wood busking is it
employed,or is directly fastened to concrete,use X"diameter Elco Ultracon(or equal)type
concrete screw anchors of sufficient length to achieve a minimum embedment of 1.25"into
concrete or masonry substrates. i
B. For two-by(2x)wood frame substrate,use#12 pan head wood screws of sufficient length to i
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 i
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;
Limits of use: II
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 he beyond wall dressing or stucco.,
3. When used in areas requiring wind borne debris protection this product complies with the
Florida Building Code and d9gs not reauire an Impact resistant covering. �I
4. Site conditions that deviate from details of drawing SAP.M.1001 require further engineering
analysis by a licensed engineer or registered architect.
5. See drawing SAP.M.1001 for size and design pressure limitations.
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Gene Kearley,P.E.
Florida No.52484
Report No.:2015-0004
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