HomeMy WebLinkAboutProduct Approval (4) 11/1212015 Florida Building Code Online
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Mf�1- Mlt!!11##I!r Product Approval Menu> Product or Application Search>Application List>Application Detail
EL15413-R2: ...Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer NewSouth Window Solutions
Address/Phone/Small. 4901 oak fair blvd
tamps, 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
Subcategorsy 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 Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Ryan J. King, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL15413 R2 COI CERTIFICATE of INDEPENDENCE odf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
Product Approval Method Method 2 Option B
https://www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgtep%2bDhVROZHLwQrlr[TH417n5dxal
'11/12/2015 Florida Building Code Online
Date Submitted 04/25/2015
Date Validated 04/26/2015
Date Pending FBC Approval 04/28/2015
Date Approved 06/23/2015
Summary of Products
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FL# Model, Number or Name Description
15413.1 _^~ a. Vantage, eVantage, iVantage Extruded Aluminum Vertical Clipped Structural Mullion for use
J Clipped Mullion with impact and non-impact window products in Masonry or
Wood Openings
.................._.-.---__................_.__..____.._.I..--
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Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15413 R2 II Inst 15413.1.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 15413.1 for Design'Pressure Ratings, FLIS413 R2 AE 15413.1 Eval.odf
specific use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
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15413.2 1 b. Vantage, eVantage, !Vantage Extruded Aluminum Vertical and Horizontal Clipped Structural
Clipped Mullion Mullion for use with Impact and non-impact window products
In Masonry-or Wood Openings
- ..__........__.._.........__................_ .._1..-_.........................._..._...._..........._..._.................-_........_...... ..__.........._..........._...........---._._.._....................._.._.._............ ---._........--..__._..__..._......_.._._.............._..._._..........
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15413 R2 II Inst 15413 2.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 15413.2 for Design Pressure Ratings, FL15413 R2 AE 15413.2 Eval.odf
specific use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars,
............................ ............_..........._......_...................--......................_..._...._._... .._.__.....__._..._.._.......
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15413.3 c. Vantage, eVantage, iVantage Extruded Aluminum Horizontal Clipped Structural Mullion for
Clipped Mullion use with Impact and non-impact window products in Masonry
or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15413 R2 II Inst 15413 3.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 15413.3 for Design Pressure Ratings, FL15413 R2 AE 15413.3 Eval pdf
specific use limitations, installation Instructions and product Created by Independent Third Party: Yes
particulars.r +37
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foCllpped StructuraMnon impact:
`.,•_,a l_;s' , 1 yt i ;aY1� *winnow products in Rlasonry nor Wolod Opemngsq�
? Ls77
of Use Installation Ifistr�ic"tionsiL ?1r
to rovedfioruse�m HVHZ No y "'---
4PP FL15413 R2t II Inst 15413 4 odf
15proved or use-outside HVHZ Yes16y,wLynd 'F Sc�imidt, P E 43409
ImpaetxRes istant -� f Created b'y'Indep ndenE ThfdrParrty .Yesy `a' ='
Design PressureEvaluation Reports
OtFier SeefjIN`ST`�5413 47'fbr�LD4esi;gnsPressure Roti,gs,� 1`w'`FLk541� RZ.AE 13433 4 Eve( pdf ;t;vi kt' f
specificuse limttations, Pns�allat ori instructions and product' Cre'atedr6y.Indepe�°denttThrrd,Part Yes _ I
Particulars 1 r iat; ,sit .'
15413,5 e. 4100 Series Clipped Mullion 4100/4150/4160/4 --
P 175 Extruded Aluminium Vertical and
Horizontal Clipped Structural Mullion for use with impact and s
non-impact window products in Masonry or Wood Openings
.........................---......_.._.._..........._.-........__...----......................_........................................_.........................._.................._..-__-._._...._.........._.........__....._......_.._..._....__._........._.-....._._...._..--................--_._._...._._.._..---......._._............_.__........._.......
....:
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15413 R2 II Inst 15413 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 15413.5 for Design Pressure Ratings, FL15413 R2 AE 15413.5 Evai pdf
specific use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
........ ......._......... ............--..._.....
..........................._........._..._................_......................_..............__.. ...........----------._.. __..._..........._...._.._..._._......_................
15413.6 f. 4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Horizontal`
T Clipped Structural Mullion for use with impact and non-impact
window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15413 R2 II Inst 15413.6.ndf
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 I Evaluation Reports
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQZHLwQrlrlTH4lzp54XsUsQOvwtiv9r)XTE5w%3d%3d 9i3
11/12/2015 Florida Building Code Online
Other: See INST 15413.6 for Design Pressure Ratings, I FL15413 R2 AE 15413.6 Eval.Ddf
specific use limitations, installation Instructions and product Created by Independent Third Party; Yes
particulars,
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
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,F.S.,please click here
Product Approval Accepts:
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s[:curit nuaetts-
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4901 Oak'air Blv a,FL 33610 1r� on Z
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4100 /4150/ 4160 / 4175 °a om°a
N 5 q t m
Extruded Aluminum �z
E.i
Vertical Clipped Structural Mullion
GENERAL NOTES
4100 Mullion 4150 Mullion 4160 Mullion 4175 Mullion Z W
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Build ng (Aluminum Reinforeed)�'(Steel_Reinforced) o 00
� Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zone'.
2. When used in areas requiring wind bome debris protection,this product(if mulled togethef with w w ¢z
impact rated windows)does not require rotection from an im act resistant coverin when used in .`_ a
P P 9 +(;
Wind Zones 1,2 and 3 as defined by ASTM E 1996 and Section 1609.1.22 of the FBC. f 109.375 MAX.OVERALL FRAME WIDTH v
%x'`54"MAX•INGLE 4'ti U
3. In Wind Zone 4 as defined by ASTM E 1996,this product must be protected with on impact resistant UIVI "H
•' aI a
covering complying with Section 1609.12 of the FBC.
4. Separate product approvals for each glazing product used with these mullions must be submitted
3 along with this mullion product approval.The design pressure rating of the assembly shall be the
+`r
lesser of the load capacity of the mullion as specified using this approval or the design pressure rating
of the individual glazing products used. a
4 fc h o
5. Anchoring of each glazing product to the mullion shall be as shown ih this drawing or as shown in o Z
each individual glazing product approval,whichever is more stringent l;� r t_;•'�o�-'�: �X � rl 2 _ W N
`til o 2 2
a 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. t9 t '3 N
V o
a
7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. t yt '� > a
8. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck y j //�
s` masonry construction. :; i w Z
TABLE OF COMENTS
SHEET# DESCRIPTiOH �'f £f�i 1375i.MUWONWIDTH 6 $6 6 �6J 6 6 o z v
W 1 Typical elevations&general notes J ,. _
2 Component detals&cross sections �'1' SIC MIJUED 1NDOW11NliS1 _ ATE T/7/13 Z
3 Design pressure tables(concrete installation) �'� { (IS, unitshown mblhpt2s aiso:611owed) �1 N.T.S. °
' N,.r; ]
3 4 Design pressure tables(concrete installation) � ,- _ ,� �-�-? awc.BY: JK m
5 Design pressure tables(wood installation) See Sfieets 3 4 S&6 for pe3ign Pressure Ra g �•g+•: LFS 3
6 Design pressure tables(wood installation) r: = DRnwMc NO.:
z
7 Anchor bracket details FL—15413.4 m
8 Buck anchoring �°
vSHEET_LOT 8 ,�
Shown with NewSouthSeries 4000 sinapprovagle
���it ' *
#8 X I"PH Self-Drilling SMS(See notes below): Shown with NewSouth Series 4000 single huh frame underrate r
Other NewSouth app proved frames may
Use the frame anchor spacing as shown on hung frame under separate approval.
the individual window product a be used.
p approval(The Other NewSouth approved frames may =Z
min.required screw spacing is:3"from each be used. #8 X 1"PH Self-Dn7Gng SMS(See notes below): Z —V'c * =
N'; d
end and 24"max.o.c.througout). Use the frame anchor spacing as shown on zo°m
1 the individual window product approval(The
� }•.,• 'C��g� F
end and 2�mme o•scpa> 90 t'from each ''��i�i� i1 P?���`, z o m o
Od d0 Oct 60 in w`%m a N••z
\ Ea ZmzO
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0 ° La 9 oW
urs 7aLa
cc z
Ta ��
4 3
< Snap-on bars Snapn vinyl mull cover Snap-on vinyl mull cover vi
(as required) o =z
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K11 HORIZONTAL CROSS SECTION ��HORIZONTAL CROSS SECTION j ow
2 Shown with 4100/4150/4160 Mullions Shown with 4175 Mullion n
w
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0.125" 4
m O CD O O
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LL 0.125 MU REINFORCEINENT I O O gLn
~ ASTM A36 STEEL BAR L
a 0.562 1875 1.875 1.3 1.89' °
a
0 0.125
0
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I I 1.375 0.125 OSS' Q.
6
o f 1.375 cs —" z
w z
N Q f
? MUWON 4100/4150
z 1 WMUON 417 MULUON REIORCEMENT 0.125'Fo ? w No
&T 66176 ALUM <_
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U
Notes: �I WE. 1/7/13 z
° 1. Refer to individual window product approval for fabricationI— I Scor N.T.S.
and installation requirements,including glazing 4.875
ng details, ' 13.875 uwc.BY: JK m
frame reinforcement and anchoring specifications.
CHK.BY. LFS 3
° 2 Sheet metal screws(self-drilling)shall have a minimum of 3 t';'\MUWON ANCHOR BRACKET(3419) MUWON ANCHOR BRACKET(3418) DRAWING No.: a
threads protrude completely through the mullion frame. ' 6063 T6 ALUM 606376 ALUM
Maintain a min.1/7'edge distance. FL-15413.4o
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CLIPPED MULLION P.E. No. 43409 'i�ss/�(�A�t�0\0,
PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
W in W 1 2 15 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, VDlrlco, FL 33595
Co 042NO DATE BY DESIGN PRESSURE TABLE phone No.: 813.659.9197
REVISIONS (CONCRETE INSTAL974(
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0 2013 R.W.BUILDING CON-ANTG INC. -
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(WOOD INSTALLATION VVVYYY Phone No.: 813.659,9197
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s o i w o PRODUCT: P i� .
Lyndon F. Schmidt �j�••" 0 f% `
�� \ CLIPPED MULLION r P.E. No. 43408 r�fjrslQ(y�ALtVy't�1�`,,
$ a " r-r,� y-,� PART OR ASSEMBLY: tet{ BUILDING CONSULTANTS, INC.
Gr Vi \ '<A W 1 04/22/15 UPDATE TO STM ED. {2074)F8C JK DESIGN PRESSURE TABLES rf l� PCO. Box 230, VoIrico, FL 33595
0q a* NO GATE BY (W000 INSTALLATION) YY Phcne No.: 813,659.9197
REVISIONS FBPE O.A. No. 9843
0 2013 R.W.BUIL.INtl DONHULTANTH INC.
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3/16"0 ITW FH concrete screws
N (See Concrete Anchor Notes,Sheet 8) N
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1"MIN.EDGE 2 CONCRETE ANCHOR BRACKET DETAIL
2X Buck DISTANCE 7 Anchor to Masonry thru ix Suck o LU
#10
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OPENING CONCRETE SCREWS(TYP.) REFERENCE ONLY
SEE DESIGN PRESSURE TABLES(SHEETS 3.4.5&6)
FOR QUANTITY OF CONCRETE OR WOOD
2X BUCK
ANCHORS REQUIRED PER EACH CUP
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CONCRETE ANCHOR NOTES.
1.Substitution of equal concrete anchors from a different supplier may have different edge 8
2
6
distance and center distance requirements.
-----
Z Concrete anchor locations at the corners may be adjusted to maintain the min.edge M
distance to mortarjoints.If concrete anchor locations noted as"MAX.ON CENTER"must be
adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the'MAX.ON CENTER"dimensions are not exceeded.
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OF
R R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building industry
C 11.0.Box 230 Vnirieo,FL 33595 Phone 813.65 9197
1• Florida Board orProicssionat Engineers Ceniticnte of Auihorimlion No.9813
Product tr J + 't.
j F
Date:* AP#14
Product Sub Category Manufacturer Product Name
Category
NewSouth Window Solutions,LLC 4100 1 415014160/4175
Windows Mullion 4901 Oak Fair Blvd Extruded Aluminum
Tampa,FL 33610 Vertical Clipped Structural Mullion
(813)626-6000
Scope: This is.a Product_Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID#
1998)for NewSouth Window Solutions, LLC.based on Rule Chapter.No,61G20-3, Method 2B 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,
excluding the"High Velocity Hurricane Zone".
2. When used in areas requiring wind borne debris protection,this product(if mulled together with impact rated windows)does not require
protection from an impact resistant covering when used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and Section 1609.1.2.2
of the FBC.
3. in Wind Zone 4 as defined by ASTM E 1996,this product must be protected with an impact resistant covering complying with Section
1509.1.2 of the FBC.
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 drawing FL-15413.4 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. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
9. See drawing FL-15413.4 for size and design pressure limitations..
Supporting Documents:
1. Drawing No. Prepared by Signed &Sealed by
No. FL-15413.4 RW Building Consultants,.lnc. (CA#9813) Lyndon F. Schmidt, P.E.
2. Calculations Prepared by Signed&Sealed by
Muilion/Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
3. Quality Assurance
Certificate of Participation issued by Keystone Certifications, inc.,certifying
that NewSouth Window Solutions, LLC is manufacturing products within a ;
quality assurance program that complies with ISO/IEC 17020 and Guide 53;
Lyndon F.Schmidt,P.E.
FL PE No.43409
4/25/2015
Sheet 1 of 1
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C 11.0.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
l l
Product Sub Category Manufacturer Product Name
Category
NewSouth Window Solutions 9500 Slider XO
Windows Horizontal Slider 4901 Oak Fair Blvd Impact Rated-HVHZ
Tampa,FL 33610 w/Flange
813 626-60.00
Scope: ' Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F. Schmidt, P.E. (System ID#1998)for
NewSouth Window Solutions, based on Rule Chapter No.61G20-3, Method 1A of the State of Florida Product Approval,
Dept.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 anchoring drawing has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code(FBC)
including the"High Velocity Hurricane Zone"(HVHZ). See the Certification Agency Certificate for sizes, specifications&ratings.
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the"HVHZ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction,
5. Site conditions that deviate from the_details'of drawing FL-16842.6 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-16842.6 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ATI D0002.02-401-18 TAS 201, 202, 203-94 Architectural Testing, Inc. Shawn G.Collins, P.E.
2. Miami Dade NOA Materials Testing
14-0423.16 Saflex° PVB Interlayer(Eastman Chemical Co.)
3. Drawinq No. Prepared by Signed&Sealed by
No. FL-16842.6 RW Building Consultants, Inc. (CA#981-3) Lyndon F.Schmidt, P.E.
4. Calculations Prepared bV Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
°c` °� y ,G�� Lyndon F.Schmidt,P.E.
d"ej, Gt`.,tl p j' du+r o�� FL PE No.43409
8/312015
Sheet 1 of 1
11/23/2015 Florida Building Code Online
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i. Fiberglass Door :(i813i 787
vDescription: Up to a 3'0 x 68 Opaque "Impact" Fiberglass Single Door with a 8283
Sidelite (OX or XO Configurations) Inswing/Outswing
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Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824
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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
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