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FL# FL11479-R4
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 2000 Locust Gap Highway
Mount Carmel,PA 17851
(570) 339-3374
tonyp@conservationwindows.com
Authorized Signature Tony Procopio
tonyp@conservationwindows.com
i
Technical Representative Tony Procopio
Address/Phone/Email 2000 Locust Gap Hwy
Mount Carmel,PA 17851
(570)339-3374
tony@cwbyrpi.com
Quality Assurance Representative Joe Korzeniecki
Address/Phone/Email 2000 Locust Gap Hwy.
Mount Carmel,PA 17851
(570)339-3374
joek@window-pros.info
Category Windows
Subcategory Mullions
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11479 R4 Equiv EERNo2522 RevO FL11479 Mullions ss.p(f
https:/A&ww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv8JygqZ9WuElMsgd27flidxkYuP4AEi4on3tDC4WRNzwp/o3dp/o3d 1/2
5/25/2019 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 01/06/2018
Date Validated 01/10/2018
Date Pending FBC Approval
Date Approved 01/17/2018
Summary of Products
FL# Model,Number or Name Description
11479.1 TECH 5000 IMPACT MULLION TECH 5000 IMPACT MULLION
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11479 R4 C CAC NIO07051-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +70/-70 Installation Instructions
Other: FL11479 R4 II RPLS0057 RevA SERIES-5000-
MULLIONS ss.g_df
Verified By: Robert J.Amoruso,P.E.FL PE No.49752
Created by Independent Third Party:Yes
Evaluation Reports
FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.pdf
Created by Independent Third Party:Yes
11479.2 TECH 5000 T IMPACT MULLION TECH 5000 T IMPACT MULLION
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11479 R4 C CAC NIO07050-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +70/-70 Installation Instructions
Other: FL11479 R4 II RPLS0058 RevA SERIES-5000-T-
MULLIONS ss.g_df
Verified By: Robert J.Amoruso,P.E.FL PE No.49752
Created by Independent Third Party:Yes
Evaluation Reports
FL11479 R4 AE PERNo2522 RevO FL11479 Mullions ss.pdf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyrlght 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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Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 1 of 2
Product Manufacturer Product Name, Model and/or Description
j 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)—Certification Mark or Listing
Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.:
• Series Tech 5000 Impact 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-110-10616-1,AAMA/WDMA/CSA 101/I.S.2/A440-05
■ NCTL-110-10616-2,TAS 201-94,TAS 202-94 AND TAS 203-94
■ NCTL-110-10616-3,ASTM E1886-05&ASTM E1996-04
o PTC Product Design Group Drawing No. RPLS0057, Rev.A,dated 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 E1996-04
■ NCTL-110-10617-2,AAMA 450-00
■ NCTL-110-10617-3,TAS 201-94,TAS 202-94 AND TAS 203-94
o PTC Product Design Group Drawing No. RPLS0058, Rev.A,dated 1/4/18,signed and sealed by Robert J.
Amoruso, P.E.,FL License Number 49752
Engineering Analysis Ft Evaluation:
• Anchorage engineering in accordance with the current edition of the Florida Building Code for Series Tech 5000
Impact Mullion and Tech 5000 Impact T Mullion signed and sealed 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 101/1.5.2/A440-05
o ASTM E1886-05
o ASTM E1996-04
• Performance Standards used in testing, HVHZ and Non-HVHZ locations:
o TAS 201-1994
o TAS 202-1994
o TAS 203-1994
i
Limitations ft Conditions of Use:
• This product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2522 1 Project No. 417-0906 1 1/4/18 1 Page 2 of 2
o Overall dimensions and material/grade of main product components,accessories,etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s),size(s),substrate(s),embedment,edge distance,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 and cladding based on allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction.
• Adequacy of the existing structural substrates as a main wind force 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 for the project of installation.
Certificate of Independence per Product Approval
Rule 61 G20-3.009
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
i
PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI007051-R4
DATE: 03/28/2007
W Ya CERTIFICATION PROGRAM: Structural
COMPANY: Regency
CODE: 750-1
REVISION DATE: 02/02/2015
i
To verify that the"Notice of Product Certification"is valid;please visit w%yw.NAM1 Certification.com to assure that the
product.is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Regency Plus,Inc. Series"Tech 5000 Impact Mullion"
2000 Locust Gap Highway Fixed Lite Combination Window
Mount Carmel,PA 17851
Configuration:0/0
Glazing:IG-Interior-3/16"Annealed Glass/
Exterior-Laminate 5/32"Annealed Glass/0.090"SGP/
5/32"Annealed Glass
Frame: W-2720mm(107") H-1955mm(77")
Lite: W-1345mm(53") H-1955mm(77)
i
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-05 FW-R70 2720 x 1955 (107 x 77)
ASTM E1886-05/E1996-04 Wind Zone 4-Missile Level D
TAS 201/202/203-94 Design Pressure: +70/-70
Large Missile Impact Rated
Product Tested By: National Certified.Testing Laboratories
Report No: NCTL-110=1'0616,-1/110-1 616- 10-10616-3
Expiration Date: December 31,2020
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (304)684-5124
Fax: (804).684-5122
a m
REGENCY PLUS, INC.
co
rn ? c
SERIES TECH- 5000 IMPACT-MULLION SYSTEMCD
INSTALLATION MULLION ANCHORAGE DETAILS
w
U � �
NOTES: w w N
1.THE PRODUCT SHOWN HAS BEEN TESTED,EVALUATED AND DESIGNED TO COMPLY WITH 53"MAX. o
REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING FRAME WIDTH a
THE HIGH VELOCITY HURRICANE ZONE(HVHZ). DETAIL A
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE FOLLOWING SIGNED c
AND SEALED TEST REPORTS AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL
CERTIFIED TESTING LABORATORIES,YORK,PA.
2.1. NCTL-110-10616-1,AAMAIWDMA/CSA 101/I.S.2/A440
m
2.2. NCTL-110-10616-2,TAS 201,TAS 202 AND TAS 203 m o a
2.3. NCTL-110-10616-3,ASTM E1886&ASTM E1996 w a
3.WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 6 1/2"MAX. �/ ..
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND MASONRY OPENING IS THE z w
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, y O r-
4.INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF �_5 z
WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 77rr z I G.=Z a ,i
5.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE of=<G UJ z
~ a
LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFETY REQUIREMENTS REST MAX. -1 EL a a W "
SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR UNIT �� �� a W
CONTRACTOR.APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS HEIGHT Out,g a �
PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HIGH VELOCITY HURRICANE C C Z Z) ,�fiz
ZONE. 8"MAX.O.C. � xF-
6.DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY o ~>
TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE PRODUCT APPROVAL. N w� y
7.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. w a
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY REGENCY PLUS, � Ig
INC.AND MUST BE MADE OF VINYL PVC.FIXED WINDOW SHOWN;OTHER WINDOW TYPES
APPROVED.
8.DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN a 3
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 4
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 e
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 SERIES TECH 5000 IMPACT MULLION
ACCORDING TO THIS INSTALLATION INSTRUCTION.
SEE NOTES 7&10 FOR APPROVED CONFIGURATIONS
EXTERIOR ELEVATION
(SEE INSTALLATION NOTE 3 ON SHEET 2) Robert J.Amoruso.P.E.
Florida P.E.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) +/-70 2 CROSS SECTIONS,BOM AND INSTALLATION DETAILS
LARGE MISSILE IMPACT;HVHZ
72"X 53" HORIZONTAL(NOTE 10) WIND ZONE 4,MISSILE LEVEL D;NON-HVHZ 3 COMPONENTS
a m
PARTS LIST
NO. PART NUMBER — -----DESCRIPTION CONCRETE/MASONRY BY OTHERS o - a
1 A718-02P078 4" ALUMINUM MULLION (SEE NOTE 5) 2-1/4"MIN. SHEATHING BY o
OTHERS
2 A116-02MO78 MULLION CONNECTOR (CLIP) v " a EDGE
DISTANCE WOOD FRAMING
3 MULLION CAP ° < a BY OTHERS
U
5/8"MIN.EDGE p w a
.v v' . DISTANCE a
if
Ae
#8 SMS SELF—TAPPING 3/16 ITWSCREW (SEE INSTALLATION TAPCON 1-1/2MIN. #8 WOOD NOTE 3) EMB. SCREW O
1X BUCK w BY OTHERS ❑(OPTIONAL) 1 ` ozo0 3 ti=m�j
SECTION C-C Z o �� a F a
DETAIL A DETAIL A ai=
FIXED WINDOW FRAME SHOWN WOOD FRAMING CONCRETE/MASONRY FRAMING n CL a t5"' ..z
FOR REFERENCE(SEE GENERAL TOP CLIP INSTALLATION TOP CLIP INSTALLATION a(D W a O
NOTE 7 ON SHEET I) Y H w-<
(SEE NOTE 2,SHEET 2) (SEE NOTE 1,SHEET 2) Z j o 8
U' OU mm � s
INSTALLATION O E • o WZ a
1 �LL
1.FOR ANCHORING INTO CONCRETE OR MASONRY USE FOUR(4)3/16"ITW 1 2 2 w �W 1
TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2"MINIMUM 8 WOOD LnU)
EMBEDMENT INTO SUBSTRATE WITH 2-1/4"MINIMUM EDGE DISTANCE. SCREW 1-3/8"MIN. O E56`
1-1/2"MIN. w
LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS.USE CLIP'S DIAGONAL 3/16" ITW EMB EMB. L o'8
HOLES TO INSTALL TAPCONS. TAPCON a s
2.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE EIGHT(8)#8 WOOD a e.
a da e e
it
SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT '
INTO SUBSTRATE.LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. a
3.FOR ATTACHING WINDOW UNITS TO MULLION USE MINIMUM#8 SMS e ° e 2-1/4"MIN. 5/8"MIN.EDGE FRAMING BY
SELF-TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EDGE DISTANCE OTHERS
EMBEDMENT OF THREE THREADS PAST MULLION WALL.LOCATE SCREWS AS DISTANCE
SHOWN IN ANCHOR ELEVATION ON SHEET 1 AS MINIMUM.
CONCRETE/MASONRY BY OTHERS SHEATHING BY
(SEE NOTE 5) OTHERS Robert J.Amoruso,P.E.
4.FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED Horde P.E.No.49752
INSTALLATION INSTRUCTIONS. DETAIL B DETAIL B
4.1. IF WINDOW APPROVED INSTALLATION INSTRUCTIONS REQUIRE SCREWS WOOD FRAMING CON OP PUMA STALLONRY FRAMING
TOP CLIP INSTALLATION TOP CLIP INSTALLATION
GREATER IN DIAMETER/SIZE THAN#8 OR ANCHOR SPACING SMALLER (SEE NOTE 2,SHEET2) (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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-Q REGENCY PLUS,INC. PROJECT#417-0906
d 2000 LOCUST GAP HIGHWAY
h,3P MT.CARMEL PA 17851
2 SERIES TECH 5000 IMPACT MULLION SYSTEM
COMPONENTS
u 9 PREPARED B/: DRAWN RY: DATE:
Nm
RJA 1/4/18
DRAW ,
SCALE ING No- q REVISED ISSUE 1fMt8 RJA
PTC PRD111-GN GRDUP,OF N.T.S. RPLS0057
Pa eD%5N!!5 R�°^e.lZ,b90.,lae REV: SHEET:
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