HomeMy WebLinkAboutproduct approval- window M IAMI•DiADE MIAMI—DARE 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
WCCEPTANCE UA www.miamidade.eov/economy
ency P us,In2000 Locust GapMount Carmel,
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 incl
DESCRIPTION: Series"5205"Outswing White PVC Casement Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0061, titled "Series `5205' Vinyl Impact Casement
Window-LMP', 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 Revision stamp with the Notice of Acceptance number and expiration date by the
Miami-Dade Coun Product Control Section.
SSILE 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 or its
distributors and shall be available for inspection at the job site at the request of the Building Oficial.
This NOA revises NOA No. 15-0618.05 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. 18.0122.14
MIAMFDADE COUNTYM Expiration Date: May 06,2019
Iq Approval Date: March 08,2018
3�� l$ Page 1
Reyency 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 NDA 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 J dated 09/24/15,
prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.
Amoruso,P.E.
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 51
Edition (2014), dated 09/03/15,prepared by PTC Product Design Group, LLC,signed
and sealed by Robert J.Amoruso,P.E.
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. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles,
Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13,
expiring on 02/28/18.
Manuel PKrez4P.E.
Product Control Effa&iuer
NOA No. 18-0122.14
Expiration Date: May 06,2019
Approval Date: March 08,2018
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014) and of no
financial interest, dated 03/18/15, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert J. Amoruso,P.E.
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 NOA 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. 084118.10)
G. OTHERS
1. Notice of Acceptance No. 14-0128.07, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window—L.M.I., approved on 12/05/13 and
expiring on 05/06/19.
I-Aalulmk;lao-z'
anuel P5ine
.E.
Product Control NOA No. 1 . 4
Expiration Date: May 06,2019
Approval Date: March 08,2018
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. 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.
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. 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.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 61 Edition(2017),dated January
8, 2018,prepared by PTC Product Design Group,LLC, signed and sealed by Robert J.
Amoruso,P.E.
G. OTHERS
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 Per z, .E.
Product Control a ner
NOA No. 18- 22.14
Expiration Date: May 06,2019
Approval Date: March 08,2018
E-3
Q
K
REGENCY PLUS, INC. a
SERIES "5205" VIA IYL IMPACT CASEMENT WINDOW- LMI 4
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1. THE PRODUCT ANCHORAGE SHOWN HE=DESIGNED 7.MATERVLLS: INSTALLATION NOTES: 8.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
COMPLY WITH THE CURRENT EDITION MUST BE MADE OF CORROSION RESISTANT MATERIAL OR®BUILDING CODE(FBC)INCLUDING THE 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 DESIG ® SOLUTIONS USA,INC.,WHITE RIGID PVC EXTERIOR ANCHOR LOCATION SHOWN. 3 c g a O
9.FOR CONCRETE BLOCK DO NOT INSTALL INSTALLATION
HEREIN. EXTRUSIONS FOR WINDOWS AND DOORS PER CURRENT O
MIAMI-DADE NOTICE OF ACCEPTANCE(NOA). 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS p rn
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 Iw-
SIGNED AND SEALED TEST REPORT#NCTL-110.11618-1, 7.2 GLAZING INTERLAYER KURARAY AMERICA,INC. PRODUCT INSTALLATION. MORTAR JOINT INTO FACE SHELL OF BLOCK. } 3 O
DATED 10102/08,ADDENDUM DATED 11105109 AND ADDENDUM ® TROSIFOL INTERLAYER PER CURRENT MIAMI DARE Q ~Z
®II DATED 01120109 AND ASSOCIATED LABORATORY STAMPED NOTICE OF ACCEPTANCE(NOA). 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN W
DRAWINGS AND WERE TESTED IN ACCORDANCE WITH HIGH WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE ACCORDANCE WITH ANCHOR MANUFACTURER'S =(7 n w r m m
V�202 HD TASI-203.
3. ZONE TESTING PROTOCOLS TAS 201,®8 NOT USED. ORIM SIZE IS GREATER114 INCH.OCCURS SHIM WHERE
SHALL BE CONSTRUCTED NOT E USED NINSTRUCTIONS AND ANCHORS SHALL IN SUBSTRATES WITH STRENGTHS ESS J a CL U a 0 Z Y
OF HIGH DENSITY PLASTIC OR BETTER. THAN THE MINIMUM STRENGTH SPECIFIED BY THE a 6 I-F
3.THE PRODUCT HAS BEEN EVALUATED FOR CONFORMANCE TO 9.GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el. ANCHOR MANUFACTURER. U i.-w Q Z
THE STANDARDS LISTED IN THE CURRENT EDITION OF THE 4.FOR INSTALLATION INTO WOOD FRAMING,USE#12 WOOD X a n
®FLORIDA BUILDING CODE(FBC)AND IS IN COMPLIANCE WITH 10.DESIGNATION"V STANDS FOR THE FOLLOWING: SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH 11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS w U m Z J 4
SAID STANDARDS INCLUDING HIGH VELOCITY HURRICANE X:OPERABLE PANEL MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS 7l8 HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH W OJ u}Q
ZONE(HVHZ)REQUIREMENTS. INCH. &THE FOLLOWING PROPERTIES: w
11.A 113 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS o > LLS g
A.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE! WAS NOT USED IN THE DESIGN OF THE PRODUCT(S)SHOWN 5.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/ A. WOOD PROTECTION-WOOD PROTECTION.WOOD- N N Z
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE HEREIN.WIND LOAD DURATION FACTOR(Cd=1.6)HAS MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY, ® PRESSURE TREATED SOUTHERN YELLOW PINE. N w 1 a im T
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND ® BEEN USED FOR WOOD ANCHOR DESIGN WHERE USE 114 INCH ITW ADVANCED THREADFORM TAPCONS OF MINIMUM SPECIFIC GRAVITY OF 0.55 LUMBER mo c 5 m 3
TRANSFERRING APPLIED PRODUCT LOADS TO THE WOOD-ONLY FAILURE GOVERNS.FOR OTHER MATERIALS, SUFFICIENT LENGTH TO ACHIEVE THE FOLLOWING: MUST COMPLY WITH CURRENT EDITION FBCIFRC N
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR APPROPRIATE SAFETY FACTORS PER THE APPLICABLE e5.1. CONCRETE SUBSTRATE AS RELATED TO WOOD PROTECTION. cr L
ARCHITECT OF RECORD AND TO BE REVIEWED BY AHJ. DESIGN STANDARD ARE USED. 5.1.1. 1 112 INCH MINIMUM EMBEDMENT Lu :$
5.1.2. 1-1/2 INCH MINIMUM EDGE DISTANCE ®B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF rn °
5.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 12.IN AREAS WHERE WIND-BOURNE DEBRIS PROTECTION 5.2. MASONRY SUBSTRATE 2500 psi AND COMPLIES WITH ACI 301. u 0^
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE REQUIREMENTS EXIST USE OF AN APPROVED IMPACT 5.2.1. 1 INCH MINIMUM EMBEDMENT J
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE PROTECTIVE SYSTEM IS NOT NEEDED. 5.22. 2 INCH MINIMUM EDGE DISTANCE ®C.MASONRY-STRENGTH CONFORMS TO ASTM C•90, Roo n J.ammo,P.E.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF MEDIUM WEIGHT WITH DENSITY-117 PCF. Florida P.E.No.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 ANDIOR STAMP WITH THE EXTRUDER SCREWS.
6.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE CODE AND'MOCA'. 7.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE %� ,`��, 4
�llies
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A
SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO WALL FINISHES,INCLUDING BUT NOT LIMITED TO `^�4Q':'�G ElY�'•.�.9�4
DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,THEN STUCCO,FOAM,BRICK VENEER AND SIDING. <= :• � F •!i
THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING No 59752 PO
OPTIONS: _ ��I`l7. •y
A.OUTSIDE HVHZ:REQUIRE THAT A LICENCED
ENGINEER OR ARCHITECT PREPARE AND SUBMIT SITE STATE OF :iu
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT Q`'T
TO BE REVIEWED BY AHJ. �s S�' O P 1 O
B.INSIDE HVHZ:REQUIRE THAT A ONE TIME SITE TABLE OF CONTENTS p/s�67JALENp``
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