HomeMy WebLinkAboutProduct Approval (3) FILE COPY
MIAMhDADE MIAMI—DADE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION __ T(786)315-2590 F(786)315-2599
g. -MrCCEPTIANCECEPTANCE OA R � IUEMww .miamidade. ov/economway MAR 19 2019
51
ST. Lucie County,.Permitting
This NOA is being issued under the applicable rules and'regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, includin the
SCRIPTION: Series "5205"Outswing White PVC Casement Window-L.M.
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement
Window-LMI", sheets 1 through 5 of 5, dated 10/14/08, with revision K dated 01/08/18, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami-Dade
County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the
Miami-Dade Countv Product Con of Section.
ISSILE IMPACT RATIN :Large and Small Missile Impact Resistant
LABELING: Each unit hall'bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered.after a renewal application has been filed and there has been
no change in-the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.18-0122.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 18-0911.06
M�AM�•DADE couNTY Expiration Date: May 06,2020
NWIW 'Poo.
Approval Date: October 11,2018I�U Page 1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1118.10)
2. Drawing No. RPLS0061,titled"Series `5205' Vinyl Impact Casement Window—
LMI", sheets 1 through 5 of 5,dated 10/14/08,with revision K dated 01/08/18,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso,P.E.
(Submitted under previous NOA No. 18.0122.14)
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a white PVC casement
window,prepared by National Certified Testing Laboratories, Test Report No.
NTCL-110-11618-1, dated 10/02/08, signed and sealed by Harold E. Rupp,P.E.
(Submitted under NOA No. 08-1118.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 09/03/15,prepared by PTC Product Design Group, LLC, signed
and sealed by Robert J.Amoruso, P.E.
(Submitted under NOA No. 15-0618.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 16-0712.03, issued to ENERGI Fenestration Solutions
USA,Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 08/10/17, expiring on 02/28/18.
Manuel P ,P.E.
Product Control xa finer
NOA No. 1'"- 911.06
Expiration Date: May 06,2020
Approval Date: October 11,2018
E-1
Reizency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 61h Edition (2017), dated January
8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso,P.E.
(Submitted under previous NOA No. 18-0122.14)
2. Laboratory addendum letters I and II in the Test Report No. NTCL-110-11618-1, both
issued by National Certified Testing Laboratories, dated 10/02/08 and 01/20/09,
signed and sealed by Harold E. Rupp,P.E.
(Submitted under NDA No. 08-1118.10)
3. Laboratory compliance letter in the Test Report No. NTCL-110-11618-1, issued by
National Certified Testing Laboratories, dated 10/02/08, signed and sealed by Harold
E. Rupp, P.E.
(Submitted under NOA No. 08-1118.10)
G. OTIEIERS
1. Notice of Acceptance No. 15-0618.05, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., approved on 10/01/15 and
expiring on 05/06/19.
Manuel P ez, .E.
Product Control xa ner
NOA No. 1 - 11.06
Expiration Date: May 06,2020
Approval Date: October 11,2018
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None
B. TESTS
1. None
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23.
F. STATEMENTS
1. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test, dated 06/11/18, signed by Tony Procopio,Plant Manager.
2. Testing agreement letter, dated 06/12/18 between National Certified Testing
Laboratories (NCTL) and Regency Plus,Inc.,issued by NCTL and signed by Justin L.
Bupp,Laboratory Manager.
G. OTHERS
1. Notice of Acceptance No. 18-0122.14, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., approved on 03/08/18 and
expiring on 05/06/19.
2. This is a one year approval, subjected to successful verification test.
Manuel 5xam
.E.
Product Controer
NOA No. .06
Expiration Date: May 06,2020
Approval Date: October 11,2018
E-3
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REGENCY PLUS, INC.
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GENERAL NOTES:
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO 7.MATERIALS INSTALLATION NOTES: S.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
®COMPLY WITH THE CURRENT EDITION OF THE FLORIDA MUST BE MADE OF CORROSION RESISTANT MATERIAL OR
BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY 7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH HAVE A CORROSION RESISTANT COATING.
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURE STATED ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. c E O
HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT 9.FOR CONCRETE BLOCK,DO NOT INSTALL INSTALLATION p w
MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2 THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 0
2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF Z w a o
SIGNED AND SEALED TEST REPORT Y.NCTLA 10.11618.1, 72 GLAZING INTERLAYER KURARAY AMERICA,INC.. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. } O
DATED 10/02108,ADDENDUM DATED 11/05/09 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DADEQ Z Z
®II DATED 0120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN U m W OZ
DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURER'S W
VELOCITY HURRICANE ZONE TESTING PROTOCOLS TAS-201,® SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH INSTALLATION INSTRUCTIONS AND ANCHORS SHALL pj 2<tog m O Y
TAS-202 AND TAS-203. B.NOT USED. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS �0.a U J
OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE a U J 0 FQ- r5
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM E130604e1. ANCHOR MANUFACTURER. U m 2 Q Z
FOR INSTALLATION INTO WOOD FRAMING,USE#12
®THE FLORIDA BUIIDDS LISTED IN THE ING CODE(IBC)AND ISSN COMPLNT ON OF IANCETHE WITH 10.DESIGNATlON'X"STANDS FOR THE FOLLOWING: 4 SCREWS OF SUFFICIENT LE GTH O ACHIEVE 1 2 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w U Q
20 4 g
SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH 00 U J 6 tt"
W JF:}J `•'2n
ZONE(HVHZ)REQUIREMENTS. INCH. OTHE FOLLOWING PROPERTIES: o Z $
11.A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS o > J�i nz
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN 5.FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE I A WOOD PROTECTION.WOOD PROTECTION.WOOD- = Z gc ®5
BEEN RELLI
MASONRY AND 2X CAIFORCENG AS A MAIN WIND I =-1.6)HAS ® YELLOW PRESSURE TREATED SOUTHERN OREISTIG SYSTEM CAPABLE OF WITHSTANDING AND A USED FOR WOOD ANCHOR DESIGN N.WIND LOAD DURATION FACTOR WHEREUSE 1/4 INCH ADVANCED THREADORM TAPCONS OF MINIMUM GRAVITY OF 0.55 LUMBER Y, 0 a
TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBC/FRC
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE e5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. W o d w
ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 1r2 INCH MINIMUM EMBEDMENT W W
5.12 /2
. 1-11NCH MINIMUM EDGE DISTANCE ®H.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF a
S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 52. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH AC1301. S
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 52.1. 11NCH MINIMUM EMBEDMENT
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 21NCH MINIMUM EDGE DISTANCE &C.MASONRY-STRENGTH CONFORMS TO ASTM C-90, Robert J. onteo.P.E.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY>117 PCF. Ronda P.E.Am
Na.49752
RECORD AND TO BE REVIEWED BY AHJ. 13.EACH WINDOW ASSEMBLY WILL BE LABELED WITH A 6.FOR PARTING STOP INSTALLATION USE#8 WOOD
PERMANENT LABEL ADIOR STAMP WITH THE EXTRUDER SCREWS.
6 HEREINTHE INSTALLATION DETAILS DESCRIBED
GENERICMDE AND"MDCA.
NERIC AD MAY NOT REFLECT ACTUAL CONDITIONS FORA " 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDESPEC �eaaa,`��aJpFh ESe,��
DEVIATFIC SITE.E FROM IF SITE CONDITIONS CAUSE THE REQUIREMENTS DETAILED E RELATION
THEN STUCCO,FINISHES,
FOAM,BRICK VENEER ANDTSIDINGD TO � i(�.y�(`,`k SF'p9G�
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THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING NO 49752 :O
OPTIONS:
A OUTSIDE :REQUIRETHATALICENCED
ENGINSTATE �F
ENGINEERR OROR ARCHITECT PREPARE AND SUBMITSITE '
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT e O .•CU
TO BE REVIEWED BY AHJ. YY080C'1'EiEREVI'; .(1.•.'cC OP's=�
B.INSIDE HVHZ REQUIRE THATA ONE TIME SITE L7 tum1:1y1ng tv:tb tkc PbAdta r�"•.•ORI �``
9,Adinn,Ctxle
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED TABLE OF CONTENTS 4t3ep;u Nod 'Oa)I I.Ora r�r�,�rpiiPi+,,1�Naa`
® FROM THE MIAMI-DADE COUNTY PRODUCT CONTROL SHEET REV. SHEET DESCRIPTION Ea:8 altos Defo
1 E GENERAL AND INSTALLATION NOTES }(•y
2 E ELEVATIONS �3i5i;'dPe«i•i5dr..t5Ca. 'RODUCT REVISED t
complying with the Florida If
3 E VERTICALSECTIONS - "dkeqq,4 E HORIZONTAL SECTIONS&GLAZING DETAIL DESIGN PRESSURE RATING(PSF) IMPACT RATING 5 ECOMPONENTS,BILL OF MATERALS&CORNER DETAIL +55.0 55.0 LMI
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®7/8" O.A. GLASS CONSISTING OF: EXTERIOR LAMINATED BY OTHERS ONE BY PT WOOD BUCK BY OTHERS coWBm�LL
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14 USING A DESICCANT MATRIX STEEL SPACER SYSTEM SECTION F #8 WOOD SCREW 17 Rcida P.E No.49752
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