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Product Approval
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'Product Aporoyal Menu>Application Detail
a� s FL# FL11479-R4
Application Type Revision
t Code Version 2017
Application Status Approved
� 2 Approved b DBPR. Approvals by DBPR shall be reviewed and ratified by
t? la the POC and or the Commission if necessary.
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Comments
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�;• Archived �
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t . Product Manufacturer Regency Plu Incorporated
Address/Phone/Email 2000 Locust Gap Highway
Mount Carm I, PA 17851
a � ;• (570)339-3 74
tonyp@cons rvationwindows.com
Authorized Signature Tony Procop o
1
�"q t tonyp@cons rvationwindows.com
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,ihtt Technical Representative Tony Procop o
x
Address/Phone/Email 2000 Locus Gap Hwy
Mount Carmel, PA 17851
(570)339- 374
tony@cwby pi.com
qr quality Assurance Representative Joe Korzeni cki
Address/Phone/Email 2000 Locus Gap Hwy.
Mount Car el, PA 17851
(570)339- 374
joek@wind w-pros.info
f
E` _ Category indows
" * a " Subcategory Mullions
` $ Compliance Method
Certificatior Mark or Listing
z Certification Agency National Ac reditation&Management Institute
Validated ByNational Ac reditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
I AAMA/WD A/CSA 101/I.S.2/A440 2005
ASTM E18 6 2005
ASTM E19 6 2002
( .. TAS 201 1994
x TAS 202
1994
TAS 203 1994
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Florida Building Code Online
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Equivalence of Product Standards
Certified By Florida Licens d Professional Engineer or Architect
�xEL11479 R4 ouiv EERNo2522 RevO
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# � !Product Approval Method Method 1 Opt on A
Date Submitted 01/06/2018
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'Date Validated 01/10/2018
'Date Pending FBC Approval
Date Approved 01/17/2018
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FL#,” Model Number or Name D seription.
11479.1 TECH 5000 IMPACT MULLION T CH 5000 IMPACT MULLION
sy" Limits of Use C rtification Agency Certificate
Approved for use in HVHZ:Yes -
ra I Approved for use outside HVHZ:Yes Q ality Assurance Contract Expiration Date
G Impact Resistant:Yes 12/31/2020
Design Pressure: +70/-70 I stallation Instructions
Other:
Mill 11
LIONS ss.12df
uerified By: Robert J.Amoruso, P.E. FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
11479.2 TECH 5000 T IMPACT MULLION T CH 5000'T IMPACT MULLION
Limits of Use ertification Agency Certificate
Approved for use in HVHZ:Yes It 11479 R4 C CAC-NI007050-R3.pdf.
a 'w � Approved for use outside HVHZ:Yes Ouality Assurance Contract Expiration Date
Impact Resistant:Yes 2/28/2021
Design Pressure: +70/-70 nstallation Instructions
Y W Other - - -
x x erified By: Robert T.-Amoruso, P.E. FL PE No.49752
, --
reated by Independent Third Party:"Yes,
s = valuation Reports °
x
t a$J = reated by Independent Third Party:Yes
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Contact Us:: 850-487-1824
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The State of Florida is an AA/EEO employer, - Privacy StatementAccessibility Statement:;Refund Statement
3 =a ay
Under Florida law,email addresses are public records.If you do not want your a-ma I 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.I you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under C apter 455,F.S.must provide the Department with an email address if they have
T one.The emails provided may be used for official communication with the licensee. owever 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 vailable to the public.To determine if you are a licensee under Chapter 455,F.S.,
please cli
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Credi Card
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Product Evaluation e ®rt
Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 17-0906 1 1/4/18 1 Page 1 of 2
Product Manufacturer Product Name Model and/or Description
Regency Plus Incorporated Series Tech 5000 Impact Mullion
2000 Locust Gap Highway Series Tech 5000 T Impact Mullion
Mount Carmel, PA 17851
Florida Product Approval No.: FL11479
Code: current Edition of the Florida Building Code
Compliance Method: Product Approval Rule 61G20-3.005(1)(a)—Certifi ation Mark or Listing
Product Name, Model and/or Designation; Test Report No.; and I stallation Drawing No.:
• Series Tech 5000 Impact Mullion
o Test reports and associated laboratory drawings by National ertified Testing Laboratories,York, PA signed
and sealed by Robert H.Zeiders,P.E.
■ NCTL-110-10616-1,AAMA/WDMA/CSA 101/I.S.2/A 0-05
■ NCTL-110-10616-2,TAS 201-94,TAS 202-94 AND TA 203-94
■ NCTL-110-10616-3,ASTM E1886-05&ASTM E1996- 4
6 PTC Product Design Group Drawing No.RPLS0057, Rev.A,da ed 1/4/18,signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752
• Series Tech 5000 Impact T Mullion
o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA signed
and sealed by Robert H.Zeiders, P.E.
■ NCTL-110-10617-1,ASTM E1886-05&ASTM E1996- 4
■ NCTL-110-10617-2,AAMA 450-00
■ NCTL-110-10617-3,TAS 201-94,TAS 202-94 AND T S 203-94
o PTC Product Design Group Drawing No. RPLS0058, Rev.A,clted 1/4/18,signed and sealed by Roberti.
Amoruso, P.E.,FL License Number 49752
Engineering Analysis It Evaluation:
• Anchorage engineering in accordance with the current edition o the Florida Building Code for Series Tech 5000
Impact Mullion and Tech 5000 Impact T Mullion signed and seal d by Robert J.Amoruso, P.E.,FL License Number
49752.
Performance Testing:
• Performance Standards used in testing, NON-HVHZ locations:
o AAMA 450-00
o AAMA/WDMA/CSA 101/I.S.2/A440-05
o ASTM E1886-05
o ASTM E1996-04
• Performance Standards used in testing, HVHZ and Non-HVHZ to ations:
o TAS 201-1994
o TAS 202-1994
o TAS 203-1994
Limitations rt Conditions of Use:
• This product has been evaluated for use inside the High Velocit Hurricane Zone(HVHZ).
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum al wable size(s).
PTC Product Design Group, LLC I P Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FB E Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 17-0906 1 1/4/18 1 Page 2 of 2
o Overall dimensions and material/grade of main product c mpon6nts,accessories,etc.
o Illustrated diagrams of the attachment of the product to ubstrate structure.
o Anchor type(s),size(s),substrate(s),embedment,edge di tance,and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code and/or ASCE 7-10 for components an cladding based on allowable stress design.
• Site conditions not covered in this product evaluation document re subject to additional engineering analysis by a
licensed professional engineer or registered architect as required y the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind forc resisting system capable of withstanding and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or
registered architect acting as the design professional of record fo the project of installation.
Certificate of Independence per Product Approval
Rule 61G20-3.009
PTC Product Design Group, LLC and Robert J.Amoruso, P.E.
does not have,nor will acquire,any financial interest in the
company manufacturing or distributing product(s)covered
by this Product Evaluation Report.
PTC Product Design Group, LLC and Robert J.Amoruso,P.E.
do not have,nor will acquire any financial interest in any
other entity involved in the approval process or testing of
the product(s)covered by this Product Evaluation Report.
Evaluated By:
Robert J.Amoruso, P.E.
FL P.E. License Number 49752
PTC Product Design Group, LLC 0 Box 520775 i Longwood, FL 32752-0775
r/L 321-690-1788 1 FBI 1E Certification of Authorization No. 25935
REGENCY PLUS, INC.
CD
SEINES TECH 5000 IMPACT MULLI®N SYSTEM
0
INSTALLATI®N MULLI®N ANCHORAGE DETAILS h
NOTES: N
1.THE PRODUCT SHOWN HAS BEEN TESTED,EVALUATED AND DESIGNED TO COMPLY WITH 53"MAX. It o
REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING FRAME WIDTH IL
THE HIGH VELOCITY HURRICANE ZONE(HVHZ). < DETAIL A
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED < w
AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL
CERTIFIED TESTING LABORATORIES,YORK,PA.
2.1. NCTL-110-10616-1,AAMAIWDMA/CSA 101/1.S.2/A440
2.2. NCTL-110-10616-2,TAS 201,TAS 202 AND TAS 203 < w
2.3. NCTL-110-10616-3,ASTM E1886&ASTM E1996 iL
0~
3.WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 6 1/2"MAX. �n
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. > O�
4.INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF 3 nz
WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. Z=b
5.RE Y APPLICABLE 77" " ¢ N
LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFETY REQUIREMENTS REST a i�z Z
SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR UNIT �/ // a 6 w�CD o p
CONTRACTOR.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS HEIGHT v m oz
PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE C C ui o �z -s
ZONE. 8"MAX.O.C. m
6.DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY z o w¢ ^"
k`
TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT'APPROVAL. N F-w
7.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. `Lw V v
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, w ®32i;
INC.AND MUST BE MADE OF VINYL PVC.FIXED WINDOW SHOWN;OTHER WINDOW TYPES W ee
APPROVED. .91
8.DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGNS
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
LL
9.TWIN CONFIGURATION SHOWN.UNITS MAY BE MULLED TOGETHER INDEFINITELY IF THE
SINGLE UNIT WIDTH AND THE SINGLE UNIT HEIGHT ARE NOT EXCEEDED,AND MULLION IS INSTALLATION ANCHOR DETAIL 8
ANCHORED AS SHOWN IN THIS INSTALLATION DRAWING. 8 EACH (TYP,)
10. MULLION VERTICAL INSTALLATION SHOWN.MULLION MAYBE USED IN HORIZONTAL
APPLICATIONS IF DIMENSIONS SHOWN ARE NOT EXCEEDED AND MULLION IS ANCHORED
ACCORDING TO THIS INSTALLATION INSTRUCTION. SERIES TECH 5000 IMPACT MULLION
SEE NOTES 7&10 FOR APPROVED CONFIGURATIONS
EXTERIOR ELEVATION
(SEE INSTAI.LATION NOTE 3 ON SHEET 2) Robert J.Amomso.P.E.
Flonaa P.F-No.49752
PERFORMANCE RATING
DESIGN TABLE OF CONTENTS
MAXIMUM WINDOW MULLION ORIENTATION PRESSURE IMPACT RATING (SEE GENERAL NOTE 5) SHEET SHEET DESCRIPTION
-- UNIT SIZE - _ -__._ _ -_ (PSF)
-- - - - -- 1 -- ELEVATION AND GENERAL NOTES
53"X 72" VERTICAL(SHOWN) C+I- LARGE MISSILE IMPACT;HVHZ 2 CROSS SECTIONS,BOM AND INSTALLATION DETAILS
70 WIND ZONE 4,MISSILE LEVEL D;NON-HVHZ
72"X 53" HORIZONTAL(NOTE 10) 3 COMPONENTS
PARTS LIST 2
NO. PART NUMBER DESCRIPTION CONCRETE/MASONRY BY OTHERS ° w
1 Al 18-02PO78 4" ALUMINUM MULLION (SEE NOTE 5) 2-1/4"MIN. SHEATHING BY o
2 A116-02MO78 MULLION CONNECTOR (CLIP) ° < < EDGE OTHERS
v. DISTANCE WOOD FRAMING
3 MULLION CAP °qq v a BY OTHERS U y o
5/8"MIN.EDGE p N H
DISTANCE a o
p Q #8 SMS SELF-TAPPING 3/16" ITW a
SCREW (SEE INSTALLATION TAPCON 1-1/2"MIN. #8 WOOD
NOTE 3) EMB. SCREW MIN. � m o ",
n n EMB. � 0
ISI ISI 1 X BUCK �a ��� o
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1 2 BY OTHERS �o .N
(OPTIONAL) 1 zo
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SEC
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TION C-CDETAIL A DETAIL A vi= �F o¢ N ¢
FIXED WINDOW FRAME SHOWN WOOD FRAMING a b;g z Z
FOR REFERENCE(SEE GENERAL ¢ o.
NOTE 7 ON SHEET 1) TOP CLIP INSTALLATION TOP CLIP INSTALLATION D.(9 W'z
(SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2) U ~o¢
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w ¢o0 P
V. O U�m i}S
INSTALLATION NOTES: 1 1 a wo
1.FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR(4)3116"ITW 2 2 W e n
TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2"MINIMUM #8 WOOD NN ® g
EMBEDMENT INTO SUBSTRATE WITH 2-1/4"MINIMUM EDGE DISTANCE. SCREW 1-3/8"MIN. o w
1-1/2"MIN. I "
LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS.USE CLIP'S DIAGONAL 3/16" ITW EMB. () o .
TAPCON EMS. g
HOLES TO INSTALL TAPCONS. a a
2.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT(8)#8 WOOD
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT d' a
0
INTO SUBSTRATE.LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. a
3.FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM#8 SMS ° a , WOOD
2-1/4"MIN. 5/8"MIN.EDGE
SELF-TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM FRAMING BY
EMBEDMENT OF THREE THREADS PAST MULLION WALL.LOCATE SCREWS AS T EDGE DISTANCE OTHERS
DISTANCE
SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM.
3.1. SEE NOTE 4 FOR ADDITIONAL REQUIREMENTS. CONCRETE/MASONRY BY OTHERS SHEATHING BY
(SEE NOTE 5) OTHERS Robert P.E.
P.E.N
4.FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED FlcnOa P,E.No.49752
INSTALLATION INSTRUCTIONS. DETAIL B DETAIL B
4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS FRAMING CONCRETEIMA FRAMING
TOP CLIP INSTALLATION TOP CLIP INSTALLWOOD ATION
GREATER IN DIAMETER/SIZE THAN#8 OR ANCHOR SPACING SMALLER (SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2)
THAN THAT SHOWN IN SHEET 1 ELEVATION,APPROVED INSTALLATION
INSTRUCTIONS SHALL GOVERN OVER NOTE 3 REQUIREMENTS.
5.FOR VERTICAL MULLION INSTALLATIONS,HEAD AND SILL SUBSTRATES WILL
GENERALLY BE CONCRETE-HEADER OR FOOTERS/PRE-CAST-SILLS,ETC.FOR_. -
HORIZONTAL MULLION INSTALLATIONS,JAMB SUBSTRATES CAN BE EITHER
CONCRETE OR MASONRY(CMU).
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REGENCY Pt US,INC.
2000 LOCUST G P HIGHWAY PROJECT#417-0906
m
Po1T.CARMEL PA 17651
0 2 SERIES TECH 5000 IMP'CT MULLION SYSTEM
COMPON NTS
to v PREPARM RE:
[El""y� RJA 114118
ORavnnaND: A REVISED 1951)E IDATE
18 RJANTSRPLS0057
A 3 OF 3 REV DESCRIPTION RY