HomeMy WebLinkAboutNOA; EL300 Aluminium Outswing Door - L.M.IAsghar j. Digitally signed by
AsgharJ. Fathi,
Fathi, AA0016049
AA0016049 Date:. 2020.04.20
JMIAM>I•DADE 10:30:11 -M�'
aMI-DADE co-Lm-rY
+� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE AD1YiINISTRATION DIVISION T (786) 3 i 5-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NO)EVIEWED FOR www.miamidade_gov/economy
ES Windows, LLC CODE COMPLIANCE
3550 N`vV 49t` Street
Miami, FL 3.3142 ST. LUCIE COUNTY
SCOPE: BOCC FILE COPY
This NTOA 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 made County RER -
Product Control Section to be used in Miarni Dade County and other areas where allowed by the Authority
Having Jurisdiction (AID).
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 ArL r (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 Hum. cane Zone.
DESCRIPUON: Series "EL300" Aluminium Outswing Door - L.M.I.
APPROVAL DOCTTYHNT: Drawing No. W17-59; titled "ES-EL300 Aluminum Outsw ng Door
(L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21!17, .prepared by Ai-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., 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.
A S.SILE DY—TACT ]RATING: Large and Small Missile Impact Resistant
LABEL' —MG: Each unit shall bar a permanent Iabel wifh the manufact l er's name or logo, Baranquilla.,
Co Umbia, S.A., series, and the following statement: "Miami -Dade County Product Control Approved",
unless other --vise noted herein.
P.ENEWA L 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.
`I1'ERA11NATION 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 attomatically terminate this NOA. Failure
to comply with any section ofthis NOA shall be cause fortermination andremoval ofNOA.
ADVERTISE+-MIV'T: The NOA number preceded by the words Miami -Dade 'County, Morida, 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 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
M�nAx eo J NOA No_ 16-0617.03
Expiration Date: January 04, 2023
Approval Date: January 04, 2018
l Page 1
ES Windows, LLC
NOTICE GF ACCEPTANCE: EVIDENCE SUBMITTED
1. MEW EVIDENCE SUBMITTED
A. DRAM ING.S
1. Manufacturer's die drawings and sections.
2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door "r .M.I.)", sheets
1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/i7, prepared by AI-
Faroo4 Corporation, signed and sealed by Javad Ahma.d, P.E.
B. TESTS
1- Test reports on: 1) Air Infiltration Test, per FBC, TAS 2-2-94
2) Uniform Static Air Pressure Test, -Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC, and TAS 202-94
6) Large Missile Impact Test per FBC, TAS 201-94
7) Cyclic Wind Press -are Loading per FBC, TAS 203-94
along with mar4ed-up drawings and installation diagram of an aluminum outswing
door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-008, dated
06/15/17, signed and sealed by Constantin Bortes, P_E. with Letter of Clarification
issued or. 08/03/17, signed and sealed by Constantin Bortes, P.E.
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and-FBC-6tb Edition (201 ), dated 06/19/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Arad, P.E.
2. GIaz�Q complies with ASTM E1300-09.
D. Q u-ALITY A SSRUIRANCE
1. Nfiami-Dade Dey.�eni of Regulatory and Economic Resources (RER)
E. MATEI3I AL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifo.l® lUltraclear, Clear and Color P'VB Glass interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notioe of Acceptance No. 14-0916.11 issued to Kuraray America, I_ne. for their
"Sentry Glas® (Clear and White) Glass Interlayer" dated 06/25/15, expirrmg on
07/04/18.
3. Notice of Acceptance No. 17-071-2.05 issued to Eastman 4Memica? Co. (.NLk) for
their ` SaBex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
4. Notice of Acceptance No. 17-071-2.03 issued to Eastman Chemical Co. (1%e1A) for
their "SaBex CP — Sa#iex and Saflex AP Composite Glass Interlayer-s with PET
Core" dated 09/07/17, expiring on 12/11/l8.
rge M. Plasencia, P.E.
Produce CoLtrol Unit Supervis:,r . .
NOA No. 16-0617.03
Expiration Date: January 04, 2023 -
Approval Date: January 04, 2018
E-i
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SU-BMFTTED
F. STATEMENTS
1. Statement letter of conformance, to FBC-5"' Edition (2014) and FBC-6' Edition
(2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Distributor Agreement; signed by Carlos Garcia and by Evelyn Daes_
3. Laboratory compliance statement far Test Report No. BT-ESW-17-008, issued by
Black --water Tes mg, Inc.; dated 06/ 15/17, signed and sealed by Daanis Duffy, CEO.
4. Proposal No. 16-1477 issued by the Product Control Section, dated 11/23/16, signed
by Ishaq Chanda, P.E.
G. OTHERS
1. None.
E-2
< Jorge NI. Plasencia, P.E.
ue Pro t Control Unit Supervisor
NOA No. 16-0617.03
Expiration Date: January 04, 2023
Approval Date: January 04, 2018
[THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT.
TTERS ARE NOT REQUIRED,
ES—EL300
ALUMINUM OUTSWING ENTRANCE DOOR
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELITES.
SIDE LITES CAN BE ON ONE OR R07H SIDES OF DOOR.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED,
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION/ 2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY,
ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL . SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
SQUARE BEAD OPTION
*
FL V
3/16" HEAT STREN'D. GLASS
rn
3/8" AIR SPACE
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3/16" HEAT STREN'D. GLASS
�3/16" HEAT STREN'D. GLASS
ate, z
.090" Interlayer
090" Interlayer
e 7-
19 � 0 g
Troslfol PVB
'Kuraray
Trosifoi PVB
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By America, Inc.'
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SentryGlos
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175" Interlayer
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'Eastman
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'Eastman
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By Chemical Co.'
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NOTE
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EXTERIOR LITE OF GLASS TYPE 'Al' TO BE TEMPERED
FOR INSTALLATIONS ABOVE 30 FT. OF GRADE.
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WEND VO-OCITY, BLDG. HEIGHT, WIND ZONE
U51NG APPLICABLE ASCE 7 STANDARD.
STEP 2
FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES
SEE SHEET 2.
STEP 3
FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 3.
STEP q
FOR SIDELTTE COMBINATION WITH DOOR
SEE MULLION CAPACITY CHART ON SHEET 4.
STEP 5
THE LOWEST VALUE RESULTING FROM STEPS 2, 3
AND 4 SHALL APPLY TO ENTIRE SYSTEM.
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SPACER: c
'HELIMA' LOW PROFILE ALUMINUM SPACER o
BY 'LINGERMANN GMBH' I H`ala
AROUND THE PERIMETER OF THE GLASS. `I
PERIMETER SEALANT;
SILICONE
DOW CORNING 791
GE 2000
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0617.03
Expiration Date 01/04/2023
By
Miami -Da Product Control
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sheet 1 of 12
38 7/8"
35 5/16"
LEAF WIDTH
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FALSE MUNTiNS it D.L. OPG.
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HEAD/SILL
Fri
HEAD
HEAD/SILL
HEAD (4) AT 3' O.C.
CORNERS
SILL
CORNERS
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STD. SILL
STD. SILL
TYPICAL
TYPICAL ELEVATION
�/ELEVATION
( X )
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SINGLE DOORS LOAD CAPACITY - PSF
FRAME
LEAF
THRESHOLD
TYPES
EXT.(+)
INT.(-)
WIDTH I HEIGHT
WIDTH I HEIGHT
38-7/8" 96"
13-5-5/16"1
35-5/16" 1 93-9/16"
STD.
80.0
80.0
38-7/8" 1 06"
93-5/8"
ADA
80.0
80.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
DOUBLE DOORS LOAD CAPACITY - PSF
FRAME
LEAF
THRESHOLD
TYPES
E+) TNT.(-)
(
WIDTH I HEIGHT
WIDTH HEIGHT
76' 96'
35-5/16" i 93-9/16'
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ADA
80.0 80.0
GLASS D.L.O. FORMULAE:
D.L.O. WIDTH = FRAME WIDTH - 11.750" (X DOORS)
= (FRAME WIDTH - 21.750" )/2 (XX DOORS)
D.L.O. HEIGHT = FLAME HEIGHT - 11.438" (STD. BOT. RAIL)
= FRAME HEIGHT - 14.875" (HI -RISE BOT. RAIL)
0
SINGLE OR DOUBLE DOORS
WITH ADA SILL
PRODUCT REVISED
as complying with the Florida
Building Code
NOA—No. 1$-0617.03
Expiration Date 01/04/2023
6y
Miami -Dam Product Control
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INT.(-)
ItADTH
HEIGHT
V11DTH
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96"
34-1/16"
93-9/16"
STD.
80.0
80.0
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34-1/16'
93-5/8"
ADA
f 80.0
80.0
43-5/8"
82"
40-1/16"
79-9/16"
STD,
80.0
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1 40-1 /16'
79-5/8" 1
ADA
80.0
80.0
D.L.O. HEIGHT (SIDELITE). = FRAME HEIGHT - 11.438" (STD. GOT. RAIL)
= FRAME HEIGHT - 14.875" (HI -RISE GOT. RAIL)
D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563"
SURFACE APPLIED
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MAY HE USED
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35 3/8" 34 1/16"
.fAF WIDTH HEAD/SILL ANCHORS PANEL WIDTH
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27 1/8" (4) AT 3" O.C. 25 1/16"
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HEAD/SILL ANCHORS
6° 3" (4) AT MULLION ENDS
NOTE:
THE FRAME AREA OF ALTERNATE SIZE MUST NOT
EXCEED TESTED FRAME AREA = 98.7 SQ. FT,
PRODUCT REVISED
as complying with the Florida
Building Code
NIOA-No. 16-0617.03
Expiration:::�1/04/2023
By
Miami -[➢a Product Control
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sheet 3 of 12
DESIGN LOAD CAPACITY - PSP
DOOR TO SIDEL[iE OR DOOR TO DOOR MULLION
SIDELITE WIDTH
INCHES
FRAME HEIGHT
INCHES
UiVREMFORGED
REWORCED
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
18
24
30
36
42
82
75.7
80.0
68.4
80.0
62.4
80.0
57,3
80.0
53.0
74.5
18
24
30
36
71.4
80.0
64.4
80.0
58.8
80.0
54.0
75.9
18
24
30
36
90
58,0
80.0
52.4
73.7
47.8
67.2
43.9
61.7
18
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47.8
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432
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55.3
36.2
50.9
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UNREINFORCED REINFORCED
DOOR TO SIDELITE MULLION
DOOR TO DOOR MULLION
NOTE:
FOR DOORS CAPACITY SEE SHEET 2
FOR SIDELITE CAPACITIES SEE SHEET 3.
FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE
LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE
OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM.
W. n OVERALLFRAMEWIDTH
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DOOR
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SIDELITE
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WIDTH
WIDTH
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WIDTH
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0617.03
Expiration Date 01104/2023
By
Miami=DV127product Control
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NOA-No. 16-0617.03
Expiration Date 01/04/2023 e �J",• vICE"1
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�® i�OF .�; drawinga no
sheet 5 Of 12
1 BY EDGE DIST. 2BY WOOD BUCK
WOOD BUCK: OR
WOOD STRUCTURE
d ; , SEE NOTE SHEET 1
d < do a e-.• d EDGE 0
� --- --..__ - _ ---iI
I f MIAMI-DADE COUNTY APPROVED I
1' CLIPPED MULLION It
SEE SEPARATE NOA Il
i n I <
'
W U) + cn
(U 1U)
TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELF -VS. [SEE ELEVS. SEE ELc'VS,
FOR SPACING FOR SPACING FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S, WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1J4" DIA. ULTRACON BY `ELCO' (Fu=177 KSI, Fy=155 KSI;
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/J.AMSS)
T HRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS)
J, 4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
liNTO tMIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENETRAT ION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
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ASTRAGAL STILE (INACTIVE)
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6053-T6
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