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FL# FL16026 R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-3400 Ext 1109
jtinker@soft-lite.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'L Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Farabaugh Engineering and Testing,Inc
Quality Assurance Contract Expiration Date 07/01/2016
Validated By Ryan J.King,P.E.
1/ Validation Checklist-Hardcopy Received
Certificate of Independence FL16026 RI COI CERTIFICATE OF INDEPENDENCE.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015
Florida Building Code Online Page 2 of 2
Date Submitted 01/21/2015
Date Validated 01/28/2015
Date Pending FBC Approval 02/01/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
16026.1 a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16026 R1 II Inst 16026.1.0f
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 16026.1 for Design Pressure Ratings,any FL16026 R1 AE Eva)16026.1.ndf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
7Limi
b.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion non-impact window products in Masonry or Wood Openings
f Use Installation Instructions
ed for use in HVHZ:Yes FL16026 Rl II Inst 16026.2.Ddf
ed for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Resistant:Yes Created by Independent Third Party:Yes
Pressure: N/A Evaluation Reports
See INST 16026.2 for Design Pressure Ratings,any FL16026 R1 AE Eval 16026.2.Ddl use limitations,installation instructions and Created by Independent Third Party:Yes
particulars.
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic 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
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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:
0® gCha_ M
.wcuritvmrr{tica
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Plione 813.659.9197
Florida Board of Profemional Engineers Certificate of Authorization No.9813
Product Evaluation Report Report No.: FL-16026.2
Product E,valuation Report
/►te: January 20,2015
Product Sub Category Manufacturer Product.Name
Category
Soft-Lite LLC
Window Mullions 10250 Philipp Parkway 19044 Aluminum Mullion
Streetsboro,OH 44241
Phone 330.528.3400
Scope: This is a Product Evaluation report issued by RW Buil ing Consu tants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,
Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2.When used in the"HVHZ",this product(if mulled together with"HVHZ"impact rated windows),complies with Section 1609.1.2 of the
FBC and does not require an impact resistant covering.
3.Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official.
4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product
approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this
approval or the design pressure rating of the individual glazing products used.
5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown in each individual glazing product
approval,whichever is more stringent.
6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco.
7. Any conditions not covered in this evaluation are subject to separate engineering evaluation.
8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of the FBC.
9. See drawing FL-16026.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Test Laboratory Signed&Sealed by
B1382.01-501-18 TAS 201,202&203-94 Architectural Testing,Inc. Michael D.Stremmel,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-160262 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
Mullions(per FBC 1710.5.3) RW Building Consultants,Inc.(CA#9813) ;;,.r„ Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by Farabaugh Engineering and Testing,
Inc.,certifying that Soft-Lite LLC is manufacturing products within a quality ;F• `f a �,
assurance program that complies with ISO/IEC 17020 and Guide 53. NU 4,'>;409
►
b;
",f�Y- 7-TAX
cam". S A o
>r t =r , �i >• .r=M .� Lyndon F.Schmidt,P.E.
` a FL PE No.43409
`�cA.� ' cry^y rmti`•��5; 1/21/2015
Sheet 1 of 1
o`•�` is ��,4
A% i P
125'MAX.OVERALL FRAME WIDTH(TWIN) Q..'• . �
O -Lite
1•MULLION =X,
67MAX.SINGLE ��{JI�� 62'MAX.SINGLE Ns.j
W111C�OWS UNIT FRAME WIDTH UNIT FRAME WIDTH
u ,,>. ..........
Rri)rVy1g rquulity to light. �, �� N' m
10250 Philipp Parkway /F / '�ffff I 111 `,` o n m i
Streetsboro,Ohio 44241 �/� �/� - N'0
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19044 ALUMINUM MULLIONIL
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GENERAL NOTES 2 g
1. This product has been evaluated and is in c=Editionith the 5th Edition(2014)AoridaBuilding Code(FBC)structural requirements, "High Velocity Hurricane Zone'(HVHZ). SASH NOT o o aEnSHOWN MULLED TWIN WINDOW UNITS SHOWN o �p2 When used in the"HVHZ',this product(if mulwith"HVHZ'impact rated windows), FOR CLARITY a `complies with Section 1609.1.2 of the FBC anquire an impact resistant cover ng. (Multiples also approved)
m3. Wood bucks by others,must be anchored pnsfer loads to the structure an e
^ reviewed by the Building Official. DFStGNP uRE(rsF) m
- - ""�MAX SrtrGlr4UMRFRAMf WtOTN " v
4. Separate product approvals for each glazing product used with these mullions must be
submitted along with this mullion product approval.The design pressure rating of the 98 40"g 42�
assembly shall be the lesser of the load capacity of the mullion as specified using this 2 o
91r 50 48 46 44 42 40 39 38 37 36 35 35 34 34 �I
approval or the design pressure rating of the individual glaring products used. =-� � �
ee". 52 50 48 46 44 42 41 40 39 38 37 36 36 35
$ 5. Anchoring of each glaring product to the mullion shall be as shown in this drowing or as 86 = ' 55 53 50 48 46 45 43 42 41 40 39 38 37 37
shown in each individual glaring product approval,whichever is more stringent.
ea : 58 55 53 51 49 47 45 44 43 42 41 40 39 39 0
6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 3 s e2 62 59 56 1 54 52 1 51 1 49 48 46 45 1 44 1 43 1 42 42
65 62 59 57 55 54 52 51 49 48 47 46 46 45 a
7 Any
c nditions not covered in this evaluation are subject to separate engineeringevalu69 66 63 61 59 57 55 54 52 51 50 50 49 48 ^
^ m
�6 73 70 67 65 63 61 59 58 56 55 54 53 52 52 _o 0
8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of `i , �a� 75
the FBC. 75 71 69 67 65 63 62 60 59 58 57 56 56 BATE-10/16172
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c
scv e: N.T.S.
TABLE OFCONTIFNIS TY 75 75 75 74 72 70 68 66 65 63 62 62 61 60 ;
SHEET# DESCRIPTION 7U 75 75 75 75 75 75 73 71 70 69 67 66 65 65 owrn JK ;
cxK ar: LFS
75
1 Typical elevations,design pressures&general notes 68Kr N 75 75 75 75 75 75 74 74 73 72 71 Au�NC NO.:
70 oaz
z T 75 N
2 Mullion details&cross sections
-4bb 75 75 75 75 75 75 75 75 75 75 75 75 75 75 FL-16026.2
sxtEr 1 or 2
'o
',"*
lap Shown wthSoft-lite fi %
fixed
casement frame under A�'
n
separate approval. T #10 X 5/8'PPH SMS � m
(4 each bracket) : V:;�S n
V
Z �: a
o 2 'i
-,. "e
n
WA
m m
1.436" I t ® o �/�r/*111 � a 000
0.72T Eu zo=o
0.477' g Lj
u g M m°c w
0.125" n n a t a
1" 8 a
w do.P
E c Z ^K,
HORIZONTAL CROSS SECTION g �a
a 2anchor clip
o c4 MUWON 19044
1 606375 AWM. (4)Mullion Bracket anchors
177—x` required into substrate Z
(See ANCHOR SCHEDULE)
t---2.75 Refer to separate window approval for quantity,location a
5.5• &sae of anchors required to fasten window frame to mullion. T Z oLn
ANCHOR BRACKFf 18102 At a minimum,use#10 PPH Self-drilling SMS located 6•from zti
2 each end and spaced 18 max.o.c. (a min.of 3 threads m No
606375 ALUM must protrude through the mullion face). a
O O O
7 �
a a
n
��❑ ❑�� m
Note: c'
WINDOW UNIT NOT T
s
MULLION(19044)�+ SHOWN FOR CLARITY
0
ul
K2 HORIZONTAL CROSS SECTION W o
#10 X 5/8"PPH SMS 2 throng minion W rn
omlow ANCHOR BRACKET(18102)
MON
$ � a
u� arANCHQ-R` k FI.�B .: ., xEDEbIfiA.,. `: 'P�{CTN GR m a
>; #12PFHWOODSCR[W •-p
1-1/T MIN. 1'MIN. 1-I/Z'MM.
z
vSUBSTRATE (4)Anchors required into substratet/4'DIA PFli ^z
® (See ANCHOR SCHEDULE) rfW BURDEX TAPCONO 1-114"MPI. 2.1/TMIK 13/4-MIN. -10116112 2
N.T.S.
3 ANCHOR BRACKET DETAIL svu 5
12-14 HWN HILTI KWIK-HDc AMW.or31NRFAD3 MG.er: JK m
#10X5/8"PPH SMS Z ' SELF-DRILLING SCREW sNAU PROJUMETHROIIGN 1-MIN. I-I/TMIN.
(2 EACH FACE) ?� iNE51EELSUBSTRATE cwc.ar: LFS
WOOD FRAMNG(S.G.>=055) DRAMiNG NO.: N
BRACKET-70-MULLION DETAIL CONCRETE CONFORMING TO ACI 3D1(3.000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.2 0
STEEL CONFORMING TO ASTM A653,16 GA..0.1367 MW.THICKNESS(FY=33,000 PSL W=45,000 PSI) SHEET 2 or 2 N
u
d