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MIAMI.DADE FILE `��r � r..
® PRODUMIAMI—DADE COUNTY
CT 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
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy.
Regency Plus,Inc.
2000 Locust Gap Highway
Mount Carmel,PA 17851
SCOPE:
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,including the High Velocity Hurricane Zone.
DESCRIPTION: Series"5108"White PVC Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No.RPLS0060,titled"Impact 5108 Series Fixed Window"sheets 1
through 5 of 5, dated 09/16/08, with revision G 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 County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall 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 orj its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 18.0122.10 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. 18-0918.03
CMIAMMADECOUNWUExpiration Date: January 28,2020
Approval Date: October 11,2018
If4
f j5 Page 1
` I
Reaency 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. 08-1021.04)
2. Drawing No. RPLS0060, titled "Impact 5108 Series Fixed Window" sheets 1 through
5 of 5, dated 09/16/08, with revision G 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. 18-0122.10)
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 series 5108 white PVC
fixed window, prepared by National Certified Testing Laboratories, Inc., Test Report
No. NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 08.1021.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 06/11/15 with revision dated 09/01/15, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J.Amoruso,P.E.
(Submitted under NOA No. 15-0618.01)
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.
Oa Vj eC-4Mi
Manue er ,P.E.
Product Cont 1 E34miner
NOA No. -0918.03
Expiration Date: January 28,2020
Approval Date: October 11,2018
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6th 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. 18-0122.10)
2. Laboratory compliance letters for Test Report No. NCTL-110-11363-1, dated
05/15/08, issued by National Certified Testing Laboratories, Inc., signed and sealed by
Harold E. Rupp,P.E.
(Submitted under NOA No. 08-1021.04)
G. OTHERS
1. Notice of Acceptance No. 15-0618.01, issued to Regency Plus, Inc. for their Series
"5108" White PVC Fixed Window - L.M.I., approved on 10/01/15 and expiring on
01/28/19.
i
i
Manuel a z,P.E.
Product Contr 1 E miner
NOA No. -0918.03
Expiration Date: January 28,2020
Approval Date: October 11,2018
E-2
i
f
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. 18-0122.10, issued to Regency Plus, Inc. for their Series
"5108"White PVC Fixed Window—L.M.I., approved on 03/08/18 and expiring on
01/28/19.
2. This is a one year approval, subjected to successful verification test.
Manuel P ez, E.
Product Control xam' er
NOA No. 18- 8.03 '-
Expiration Date: January 28,2020
Approval Date: October 11,2018
E-3
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REGENCY PLUS, INC. A a
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IMPACT 5108 SERIES FIND WINDOW
INSTALLAnONANCBORAGEDETAMS W W a
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GENERAL NOTES: INSTALLATION NOTES:
1.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 7.MATERIALS: 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH B.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE F m
®TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA ANCHOR LOCATION SHOWN. MUST BE MADE OF CORROSION RESISTANT MATERIAL OR m a
BUILDING CODE(FBC)INCLUDING THE HIGH VELOCITY ®7.1 WINDOW FRAME MATERIAL:ENERGI FENESTRATION HAVE A CORROSION RESISTANT COATING. �—�0 0
HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURES SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS U o g
STATED HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR 9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT
MIAMI-DARE NOTICE OF ACCEPTANCE(NOA). PRODUCT INSTALLATION. INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. p g
2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK Y
UPON SIGNED AND SEALED TEST REPORT# 72 GLAZING INTERLAYER KURARAY AMERICA,INC. 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
®NCTL-110-11363-1 DATED 05115/08 AND ASSOCIATED TROSIFOL INTERLAYER PER CURRENT MIAMI DADE WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ci
LABORATORY STAMPED DRAWINGS AND WERE TESTED IN NOTICE OF ACCEPTANCE(NDA). SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN 2!�:W z .,m FN•, p
ACCORDANCE WITH THE HIGH VELOCITY HURRICANE ® OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED ACCORDANCE WITH ANCHOR MANUFACTURER'S a=G X zO 'm ..z
ZONE TESTING PROTOCOLS TAS-201,TAS-202 AND 8.NOT USED. OF HIGH DENSITY PLASTIC OR BETTER. INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE Z Q IL LL f
TAS-203. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE a 0 w_n o c
9.GLASS MEETS THE REQUIREMENTS OF ASTM E130M4el. 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD MINIMUM STRENGTH SPECIFIED BY THE ANCHOR U N
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE SEE SHEET 3 FOR GLAZING DETAIL. SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 IQ INCH MANUFACTURER. z y N
TO THE STANDARDS LISTED IN THE CURRENT EDITION OF MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 718 W U U m z r E
®THE FLORIDA BUILDING CODE(FBC)AND IS IN 10.DESIGNATION'O"STANDS FOR THE FOLLOWING: INCHES. ®11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN W OJ F o aj N S
COMPLIANCE WITH SAID STANDARDS,INCLUDING HIGH O:FIXED PANEL ARE BASED ON SUBSTRATE MATERIALS WITH THE c ;;c6
F LL "'
VELOCITY HURRICANE ZONE(HVHZ)REQUIREMENTS. S.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE 1 FOLLOWING PROPERTIES: N U O
4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE A WAS 3NOT USED EIN THE DEIN SIGNEOF THEE PROD CSS IT(S)ND DADS®U E0114RINCHRW ADVANCED THREADFORM DIRECTLY INTO CONCRETE I MASONRY,
OF A.WOOD-SOUTHERN YELLOW PINE-MINIMUM g 10
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE SHOWN HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6) SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: SPECIFIC GRAVITY OF 0.55.LUMBER MUST COMPLY wv
8-5
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND HAS BEEN USED FOR WOOD ANCHOR DESIGN WHERE 5.1. CONCRETE SUBSTRATE 8 WITH THE CURRENT EDITION FBC/FRC AS RELATED TO z
TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, 5.1.1. 1 VE INCH MINIMUM EMBEDMENT WOOD PROTECTION. LW7 i.
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER APPROPRIATE SAFETY FACTORS PER THE APPLICABLE 5.12. 1-12 INCH MINIMUM EDGE DISTANCE D.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF R m
OR ARCHITECT OF RECORD. DESIGN STANDARD ARE USED. 52 MASONRY SUBSTRATE ® 2500 psi AND CONFORMS TO ACI 301.
52.1. 1 INCH MINIMUM EMBEDMENT C.MASONRY-STRENGTH CONFORMS TO ASTM n
S.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 52.2. 21NCH MINIMUM EDGE DISTANCE 690.MEDIUM WEIGHT WITH DENSITY>117 PCF.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT ® Robert J.A=mo,P.E.
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 6.FOR PARTING STOP INSTALLATION USE#6 X 1518 INCH Florida P.E.No.49752
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF WOOD SCREWS.31V MIN.EDGE DISTANCE REO'D.
RECORD. 13.EACH WINDOW ASSEMBLY SHALL BE LABELED WITH A 111111111111111'
6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE MID RMDCA.ANO/OR STAMP WITH THE EXTRUDER 7•WALLIF FINISHES,INCLUDINGUM EMBEDMENT BUT NOT LIMITED TTOD EDGE DISTANCE EXCLUDE ,��.,` �pMES q�11ioe
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS STUCCO,FOAM,BRICK VENEER AND SIDING. 0TlQ,•��C E fJS*..59
FOR A SPECIFIC SITE IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS •RUOUCT R(r1i VP PJ0 49752 S O I
DETAILED HEREIN,THEN THE BUILDING OFFICIAL MAY � �¢ (JU
ELECT ONE OF THE FOLLOWING OPTIONS: ALmrvism..No J J3-oq JS-Q3
&.6,0'nDt STATE OF
A OUTSIDE HVHZ:REQUIRE THAT A LICENSED 1
ENGINEER OR ARCHITECT PREPARE AND SUBMIT Ay' ' �(�'��O R I'D
SITE CI
IC DOCUMENTS FOR USE NTH THIS
DOCUMENT. r°iet::i ?=P•x'e+cr Co^ SIQN ppp1�N�.,�
B.INSIDE HVHZ REQUIRE THAT A ONE-TIME SITE
SPECIFIC APPROVAL BE APPLIED FOR AND OBTAINED OA TABLE OF CONTENTS
FROM THE MIAMI-DADE COUNTY PRODUCT
® CONTROL. SHEET REV. SHEET DESCRIPTION PRODUCT REVISED
1 B GENERAL NOTES,INSTALLATION NOTES&D.P.CHART ._mNYirB wlththe F"e
2 B D A
ELEVATION AND LAYOUTS Beilder6 Code 10.010.0
DESIGN PRESSURE RATING(PSF) IMPACT RATING A—F1't—No
3 B HORIZONTAL&VERTICAL SECTIONS&GLAZING DETAIL-OPT.INSTALLATION H Dew y
355.0 PSF LARGEMISSILE 4 B HORIZONTAL&VERTICAL SECTIONS-PARTING STOP INSTALLATION B i
IMPACT 5 B COMPONENTS-BILL OF MATERIALS&CORNER SECTION Mimn ade Pr Jct I
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BY OTHERS o
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A BY OTHERS m
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#12 WOOD SCREW
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3 A 718"MIN.
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4 N m n
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718°OA.INSULATING GLASS CONSISTING OF: - a
1/8"ANNEALED GLASS,0.090"TROSIFOL INTERLAYER 114"MAX.SHIM v 3 m i
BY KURARAY AMERICA INC.,1/8"ANNEALED GLASS, 1 112"MIN.EMBEDMENT-CONCRETE
EMBEDMENT-MASONRY Z a o-22-1
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6 5 1X WOOD BUCK °° S ��
ISOLATION MATERIAL BY OTHERS °°PjteQN a n�w����
BETWEEN WOOD BUCK& CONCRETE BY OTHERS PERIMETER CAULK BY OTHERS
CONCRETE ® (SEE NOTE 4,SHT.1)
BY OTHERS ® EXTERIOR FINISH BY OTHERS ISOLATION MATERIAL BETWEEN WOOD
114"ITW ADV THRFM TAPCON BUCK&CONCRETE!MASONRY BY OTHERS PRODUCT aEvtsFn
Al 112"MIN.EDGE DISTANCE L INSTALLATION ANCHOR —MAX.O.A.FRAME WIDTH EMUCT RFNEVVIO as CBTr1pag with the FIKWa
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2X WOOD BY OTHERS 1/4°MAX SHIM m
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BY OTHERS
BY
EXTERIOR OF N SHS _� 2X WOOD
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ISOLATION MATERIAL 1 1/2"MIN. 8 5' BY OTHERS
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BETWEEN WOOD BUCK 8 EMBEDMENT ® PERIMETER CAULK BY OTHERS 8
CONCRETE BY OTHERS ;
CONCRETE/MASONRY ISOLATION MATERIAL BETWEEN WOOD
BY OTHERS (SEE NOTE 4,SHT.1) ® EXTERIOR FINISH BY OTHERS
1/4°ITUV ADV THRFM TAPCON BUCK 8 CONCRETE/MASONRY BY OTHERS PRODUCT REVISED j
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CONCRETE SUBSTRATE PARTING STOP INSTALLATION r
CONCRETE/MASONRY ON � '�'
Q MAIN FRAME Q FRAME COVER3O POCKET INSERT ® GLASS STOP
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