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Product Approval Menu > Product or Application Search > Application List > Application Detail
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FL # FLi1411-R6
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
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
El
Regency Plus Incorporated
2000 Locust Gap Highway
Mount Carmel, PA 17851
(570) 339-3374
tonyp@conservationwindows.com
Tony Procopio
tonyp@conservationwindows.com
Joe. Korzeniecki
2000 Locust Gap Hwy.
Mount Carmel, SD 17851
(570) 339-3374
joek@window-pros.info
Joe Korzeniecki
2000 Locust Gap Hwy.
Mount Carmel, PA 17851
(570) 339-3374
joek@window-pros.info
Windows
Horizontal Slider
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/N W W DA 101/I. S.2-97
TAS 201
TAS 202
TAS 203
Year
1997
1994
1994
1994
Florida Licensed Professional Engineer or Architect
FL11411 R6 Equiv EERNo2520 RevO FL11411 2000 5405 HS ss.odf
https://www. floridabuilding.org/pr/pr_app_dti. aspx?param=wGEVXQwtDgv8JygqZ9 Wu... 4/25/2018
Florida Building Code Online-
. I
I
I
Product Approval Method i
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved I
I
Rummary of Products
-...
Method 1 Option A
02/05/2018
02/05/2018
02/09/2018
Page 2 of 2
1 5
FL #
Model, Number or Name
Description
11411.1
Series 20,00
Series 2000 Vinyl Horizontal Sliding Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZI: No
Approved for use outside HVHZ: Yes
FL11411 R6 C CAC NIO06137-R6.Ddf
Quality Assurance Contract Expiration Date
Impact Resistant: No I
03/31/2021
Design Pressure: +40/-40 I
Other:
Installation Instructions
FL11411 R6 II RPLS0055 RevB 2000 HS XOX ss.Ddf
Verified By: Robert 1. Amoruso, PE FL PE No. 49752
I
I
Created by Independent Third Party: Yes
Evaluation Reports
FL11411 R6 AE PERNo2520 RevO FL11411 2000 5405 HS ss.odf
Created by Independent Third Party: Yes
I
11411.2
Series 5465
Series 5405 Impact Vinyl Horizontal Sliding Window
Limits of Use I
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL11411 R6 C CAC NIO06383-R3.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes I
11/30/2021
Design Pressure: +55/-55 I
Installation Instructions
Other:
FL11411 R6 II RPLS0056 RevC 5405 HS XO ss.Ddf
Verified By: Robert 1. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL11411 R6 AE PERNo2520 RevO FL11411 2000 5405 HS ss.odf
Created by Independent Third Party: Yes
I
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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. 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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Safe
https://www.floridabuildirig.org/pr/P _app_dti.aspx?param=wGEVXQwtDgv8JygqZ9Wu... 4/25/2018
REGENCY PLUS, INC.
SERIES 5405 IMPACT VINYL HORIZONTAL SLIDING WINDOW
INSTALLATION ANCHORAGE DETAILS
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING
IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHERE 1X BUCK IS NOT
USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF
COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAS 202 AND TAS 203. SEE TEST REPORT NO. NCTLA 10-9869-1 DATED 11/22J05 (REVISED 7/10/06) BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA ,
SIGNED AND SEALED BY ROBERT H. ZEIDERS P.E. FOR DETAILS.
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC.
5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - CENTER HOLLOW OF SASH MEMBERS AND MEETING RAIL.
6. GLAZING:
6.1. GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO INTERIOR - LAMI LITE OF 1/8" ANNEALED GLASS x 0.090" KURARAY AMERICA TROSIFOL PVB INTERLAYER x 1/8" ANNEALED GLASS,
DESICCANT STEEL SPACER, 1/8" TEMPERED SACRIFICIAL LITE. ACTIVE PANEL INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR EQUIVALENT), TWO (2) LEAF DUAL DUROMETER BACK-BEDDINGS AND SNAP -IN
TWO (2) LEAF DUAL DUROMETER GLAZING BEAD WITH 7/16" GLASS BITE. FIXED PANEL INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR EQUIVALENT) AND SNAP -IN TWO (2) LEAF DUAL DUROMETER GLAZING
BEAD WITH 7/16" GLASS BITE.
6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. - -
6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAIWDMA/CSA 10VI.S.2/A440 SHALL BE ALLOWED PER ASTM E1300.
6.4. SETTING BLOCKS IF USED AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GLAZING BEADS (GASKETS) SHALL MEET
THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AS REQUIRED.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3116" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118" MINIMUM EDGE DISTANCE AND 1" MINIMUM
EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1" TOLERANCE.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE.
11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM
EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT.
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BELOW:
13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0.55 (HVHZ)
13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF
13.4. METAL STRUCTURE: STEEL 18GA (0.0428"), 33KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM
14. APPROVED CONFIGURATIONS: OX AND XO.
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
NOTES
2
ELEVATION & ANCHORING
3
INSTALLATION DETAILS
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Florida P.E. No. 49752
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Digitally signed
by Robert J
Amoruso
Date: 2018.02.02
13:32:28-05'00'
PTC Product Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-190.1711 In1
o@p1'—'p.com
FBPE':..te of Authorization
No. 25935
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74" MAX FRAME WIDTH
4" MAX. MAX10.0 4" MAX.
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SERIES 5405 VINYL HORIZONTAL SLIDING WINDOW XO
EXTERIOR VIEW
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
+55.0/-55.0
LARGE AND SMALL
MISSILE IMPACT
HVHZ AND WIND ZONE 4, MISSILE LEVEL D
NOTES:
1. MAXIMUM PANEL SIZE: 35-7/16" X 60"
2. MAXIMUM D.L.O.: 33" X 57-1/2" (FIXED LITE)
3. (1) 1/2" X 1/2" TRIANGULAR -SHAPED WEEP HOLE AT EACH END OF INTERIOR SILL TRACK.
4. (1) 1/2" X 3/8" WEEP HOLE AT MIDSPAN OF INTERIOR SILL TRACK.
5. (1) 5/8" X 3/8" WEEP HOLE AT FIXED MEETING RAIL END OF EXTERIOR SILL TRACK.
6. (1) 3/4" X 3/8" WEEP NOTCH AT EACH END OF INTERIOR BILL TRACK COVER.
7. (1) 1-1/2- X 1/4" WEEP HOLE WITH PLASTIC WEEP COVER AT 2-7/8" FROM EACH ENID OF EXTERIOR VERTICAL SILL FACE.
8. (1)1/4" X 9/16" WEEP NOTCH AT MIDSPAN OF INTERIOR SILL TRACK COVER.
HARDWARE SCHEDULE
A.
(1) METAL CAM -TYPE SWEEP LOCK 13" FROM EACH END OF ACTIVE MEETING STILE
B.
(1) METAL KEEPER AT FIXED MEETING STILE
C.
(1) METAL TILT LATCH AT TOP OF BOTH ACTIVE PANEL STILES
D.
STEEL REINFORCEMENT AT FIXED MEETING RAIL AND ALL PANEL MEMBER HOLLOWS
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Digitally signed
by Robert J
Amoruso
Date: 2018.02.02
13:32:41-05'00'
PTC Product Design Group, LLC
LongPO Boz 520775
wood, FL 32752-0775
327E947788 info@ptc-corp.mm
FBPE Certificate of Autborimfion
No.25935
I
MIN. EDGE DISTANCE. SEE
NOTE 5 THIS SHEET.
INSTALLATION
SUBSTRATE BY
OTHERS. SEE
NOTES 1 TO 3
THIS SHEET.
PERIMETER SEAL
BY OTHERS
HEIGHT EXTERIOR
PERIMETER SEAL
BY OTHERS
INSTALLATION
SUBSTRATE BY
OTHERS. SEE
NOTES 1 TO 3
THIS SHEET.
INSTALLATION ANCHOR. WOOD INSTALLATION NOTES:
SCREW SHOWN. SEE NOTE 5
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THIS SHEET FOR ANCHOR 1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
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4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER
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OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
1/4" MAX. 5. SUBSTRATE ANCHORING METHODS:
_� SHIM SPACE 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3116" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"
"
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MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO
MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
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ANCHOR LOCATIONS HAVE +A 1" TOLERANCE.
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LENGTH
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TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314" MINIMUM EDGE DISTANCE.
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LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE.
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6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. - - - -
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7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112.
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INSTALLATION ANCHOR. WOOD SHIM SPACE
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SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR TYPE �f q INTERIOR
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[� REQUIRED. u(
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1/4" MAX.
SHIM SPACE
MIN.
EMBEDMENT, SEE
NOTE 5 THIS SHEET.
MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD
NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5
THIS SHEET FOR ANCHOR TYPE
VERTICAL CROSS SECTION REQUIRED.
WOOD FRAMING, 2X WOOD BUCK,
CONCRETE/MASONRY OR METAL FRAME
APPROVED
I
Robert J. Amoroso, P.E.
MIN. EDGEFlorida
P.E. No. 49752
DISTANCE. SEE
NOTE 5 THIS."AUFS
SHEET.
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UPERIMET:ER
/9752
STA E OFINSTALLATION
SUBSTRATE
BY OTHERS. SEE NOTES 1
EAL EXTERIOR
TO 3 THIS SHEET.
BY OTHERS
Digitally signed
WINDOW WIDTH
by Robert J
HORIZONTAL (JAMB) CROSS SECTION
Amoruso
WOOD FRAMING, 2X WOOD BUCK,
Date:2018.02.02
CONCRETE/MASONRY OR METAL FRAME
APPROVED
13:33:51-05'00'
PTC Product Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
321-690-1788 InfoQpt—p.com
FBPE Certificate ofAulhorization
No.25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2520 1 Project No. 417-0906 1 1/22/18 1 Page 1 of 2
Product Manufacturer
Regency Plus Incorporated
2000 Locust Gap Highway
Mount Carmel, PA 17851
Florida Product Approval No.: FL11411
Code: Current Edition of the Florida Building Code
Product Name, Model and/or Description
2000 Vinyl Horizontal Sliding Window
5405 Impact Vinyl Horizontal Sliding Window
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.:
2000 Vinyl Horizontal Sliding Window
o Test reports and associated laboratory drawings by National Certified Testing Laboratories, Orlando, FL.
■ NCTL-210-2661-2, AAMA/NWWDA 101/I.S.2-97, dated 4/6/01
o PTC Product Design Group Drawing No. RPLS0055, Rev. B, dated 1/22/18, signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752
5405 Impact Vinyl Horizontal Sliding Window
o Test reports and associated laboratory drawings by National Certified Testing Laboratories, York, PA signed
and sealed by Robert H. Zeiders, P.E.
■ NCTL-110-9869-1, TAS-201-94, TAS 202-94 and TAS 203-94, dated 11/22/05 (revised 7/10/06)
o PTC Product Design Group Drawing No. RPLS0056, Rev. C, dated 1/22/18, signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752
Engineering Analysis Et Evaluation:
• Anchorage engineering in accordance with the current edition of the Florida Building Code for 2000 and 5405 Vinyl
Horizontal Sliding Window signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752.
Component Approvals: Impact interlayer code conformance based on the following.
• Kuraray America Trosifol PVB interlayer code conformance per the currently issued Miami -Dade NOA to the
Current Edition of the Florida Building Code. See Miami -Dade NOA listing here.
Performance Testing:
• AAMA/NWWDA 101/I.S.2-97
• TAS-201-94, TAS 202-94 and TAS 203-94
Limitations ft Conditions of Use:
2000 Vinyl Horizontal Sliding Window
o This product has not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ).
o This product will require an approved impact protective system when used in wind borne debris regions.
5405 Impact Vinyl Horizontal Sliding Window
o This product has been evaluated for use inside the High Velocity Hurricane Zone (HVHZ).
o This product will not require an approved impact protective system when used in wind borne debris
regions.
Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
�sA� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
OWNL 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61 G20-3 F.A.C. I Report No. 2520 1 Project No. 417-0906 1 1 /22/18 1 Page 2 of 2
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 1 design professional of record for the project of installation.
Certificate of Independence per Product
Digitally signed
Approval Rule 61 G20-3.009 `���,� JAMES4•• p��
•� �••• BEN ••° by Robert J
PTC Product Design Group, LLC and Robert J. Amoruso, ���p��' �'� SF'•.%G���
P.E. does not have, nor will acquire, any financial N 49752 ,0 _ Amoruso
interest in the company manufacturing or distributing * • ;*
product(s) covered by this Product Evaluation Report. Date.
�� • SSA £ OF : �:
PTC Product Design Group, LLC and Robe I J. Amoruso, ��®� ' ;'rC Q P; ����``
P.E. do not have, nor will acquire an financial interest o��S •''•� R: �� 201 8.01 .'3 1
in any other entity involved in the approval process or ���A't � 1 5.27.34 '05�00�
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 I PO Box 520775 1 Longwood, FL 32752-0775
r/aL 321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICEvF PRODUCT CERTIFI(-,�TION
CERTIFICATION NO:
NI006383-R3
DATE:
01/13/2006
CERTIFICATION PROGRAM:
Structural
COMPANY:
Regency
CODE:
750-1
REVISION DATE:
04/01/2015
To verify that the "Notice of Product Certification" is valid, please visit www.NANHCertification.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 NA H if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
Regency Plus, Inc.
Series "5405"
2000 Locust Gap Highway
Vinyl Horizontal Slider
Mount Carmel, PA 17851
Configuration: XO
Glazing: IG-Interior-1/8" Tempered Glass/ -
Exterior-Laminate-1/8" Annealed Glass/0.090" PVB
Interlayer by DuPont/1/8" Annealed Glass
Frame: W-1880mm(74") H- 1600inm(63 ")
Panel: W-900mm(35.44") H-1524mm(60)
SPECIFICATION
PRODUCT RATING
TAS 201/202/203-94
Design Pressure:1-2633 Pa (55 psf)
ATM F588-04
Large Missile Impact Rated
FER Passed
Water Penetration Resistance Test Pressure: 395 Pa (8.25 pst)
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-110-9869-1 ^
Expiration Date: November 30, 2021 J
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122