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Cade Version
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Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
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Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16048-R6
Revision
2017
Approved
Tri-Built Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
David Ruiz
david.ruiz@tribuiltmg.com
David Ruiz
250 Route 17 North
East Rutherford, NJ 07073
(201) 842-2449
david.ruiz@tribuiltmati!rialsgroup.com
Roofing.
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Robert Nieminen
PE-59166
UL LLC
07/18/2020
John W. Knezevich, PE
% Validation Checklist - Hardcopy Received
FL16048 R6 COI 2017 01 COI Nieminen odf
Standard
Year
ASTM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL 1897
2012
I - F �'Py
�'
C,- (�di /J�o0v
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADiV1I41STRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
E.S. Windows, LLC
10653 NE Quaybiidge Ct.
Miami, F1.33138
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 3 3175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.Qovlee onomv
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 shallnot be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
NYliami Dade County) and/or the AHJ (in areas other than Miami Dade County) reseive 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.
APPROVAL DOCUMENT: Drawing No. W17-60 Rev A, titled "Series ES-9100 Aluminum Outswing Door (S.M.I.)",
sheets 1 through 7 of 7, dated OCT 03, 2017, prepared by AL-Farooq Corporation, signed and sealed by Javad Abmad,
P.B., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Section.
MISSILE hiPACT RATING: Small Missile Impact Resistant
Limitations:
1. See sheet 1 for Design Pressure ratings per glass types.
2. Only anchor type "B" is applicable at sill installation.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Colunzbia,S.A.
and series and following statement: "Miami -Dade County Product Control Approved", unless othei wise 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 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Lshaq L Chanda, P.E.
NOA No. 17-0802.15
Lratiqn.Date' ct 12, 2022
ro at a 7.
Cre
�`� C
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRANVINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W17-60 rev A, titled "Series ES-9100 Aluminum Outswing Door (S.M.I.)", sheets
1 through 7 of 7, dated OCT 03, 2017, prepared by AL-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E.
B. TESTS
I. 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(Not performed)
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, TAS 202-94
Along with marked -up drawings and installation diagram of Alum Single Outswing Doors, prepared
by Blackwater Testing, Inc., Test .Report No. BT-ESW-17-014, dated 05/12/17, signed and sealed
by Constantin Brotes, P.E.
Additional Test report along with marked -up Dwg. of single (X) aluminum outswing doors, issued
by Fenestration Testing lab, Inc., Test Report No. FTL-8605, dtd 08/08/16 signed & sealed by
Idalmis Ortega, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2017 (611 Edition),
prepared by Al-Farooq Corp., dated JUL 05, 2017 and last revised on 10/03/17, signed & sealed
by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers",
expiring on 07/04/18.
2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07108/19.
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No.17-0802.15
Expiration Date: October 12, 2022
Approval Date: October 12, 2017
E-1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (continue):
3. Notice of Acceptance No. 1.5-1201.11 issued to Eastman Chemical Company (MA) former
Solutia hie. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61h Edition) and letter of no financial. interest,
prepared by Al Farooq Corporation, dated 06/22/17, signed and sealed by Javad Abmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal dated 12/09/14, approved by Jaime D. Gascon, P.E.
2. Distribution agreement ES Windows-Energia Solar, S.A. and ES Windows, LLC, dated 10/20/10,
signed by Ms. Carla G. Torrente and Andres Chamorro respectively (submitted under previous
file)
haq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0802.15
Expiration Date: October 12, 2022
Approval Date: October 12, 2017
E-2
GLASS
D.L.O. FORMULAE
D.Lo. WIDTH _FRAME WIDTH- 14.0• STD. JASdBS)
D.1.0. YGOTH = FRAME WIDTH - T 1.0' NARROW JAMBS)'
D.LO. HEIGHT _ FRAME HEIGHT - 15.750'
--....--- --7
ATED
MM DDE C UN APP FOR SMALL MPAC MISSILE RESIS INPFCT.
WMMf-DALE GOONEY APPROVED IMPACT RF315TPM SHUTTERS REQUIRED
FOR INSTALLATIONS UP TO 30 FL OF GRADE.
SHUOER$ NOT REOD. FOR INSTALLATIONS ABOVE 30 FT, OF GRADE: i
1iU5iP{Tr'N_4SIT^ZT,j]NG ENTRANCE DO
THIS PRODUCT HAS BEEN OESGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDTRON)/2017 (GTH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE. ZONE (INHZ).
IBf OR 2FTf WOOD DUCKS & BUCR FASTENERS BY OTHERS. MUST BE
DESIGNED AND INSTALLED ADECUATELY 70 TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUOURE '
ANCHORS SHALL BE CORROSI➢N RESISTANT. SPACED AS SHOWN ON DETAILS
AND INSTALLED PER WANUF'S INSTRUCTIONS. SPECIFIED EMDEOMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DMON OF AHCHOR3 INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-UETAGC AND NON -COMPRESSIBLE
MATERIALS RCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERUS SHALL HEET THE
RECU'.REAIENTS OF THE 2014/2017 FLORIDA BLOC CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A ME SPECIFIC PROJECT, LASE Sum OF THIS PRODUCT, ADECUACY
OF STRUCTURE RECEMNC THIS PRODUCT AND SEALING MOUND OPENING FOR
WATER LNFIL1RA11ON RESMIANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
AND TO BE RENEWED BY BUILDING CFFICIAL
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
STD. JAMBS
I -GLASS 'PYPE.S 'A', 'AW & 'A3i --
MMIMUM DESIGN LOAD RATING =+ 120.0 PSF
(FORSUM %MN ABM OR Swwm - I5D.0 PSF
AA PEWBTiD BY RDC
GLASS TYPE 'Al(' ------
MAXIMUM DESIGN LOAD RATING s + 120.0 PSF
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NARROW JAMBS '
Fic*da DmM' C
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AND .TRANSFER THEM TO THE BUILDING STRUCTURE__
.'FYPTCAL ANCHORS: m nev. mq sPACINO
TYPE 'A'- 1 /4' DIA. UL'TRACON BY 'FLOG' (Ew.177 M fy-1ss KST)
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1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU ISY BUCKS INTO CONC. OR MASONRY
1-1/4• MIN. EMB_ro INTO CONCRETE (HEAD/JAMBS)
1-i/4' MIN. EMBED INTO MASONRY (JAMBS)
DIRECTLY INTO FILLED BLOCKS
1-3/4• MIN. EMBED INTO FILLED BLOCKS (JAMBS)
TYPE 'B'- �an���i���ELCD_ (F -171 K9, "155 9SI)
DIRECTLY INTO CONCRETE
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TYPE 'C'- 1 /4' CIA. i(:'KS pR SEI F p.. 1 IN . SCRMS (GRADE. 6 CAB)
INTO MIAMI-BADE. COUNTY APPROVED MULLIONS
OR
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(3) THREADS MN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 3/16' THK. MN. (6063-TS MIN.)
STEEL: 1/8' 7HK. MIN. (Fy = 30 KSI MIN.)
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