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FL # FL21557-R3
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer
E.S. Windows, Inc.
Address/Phone/Email
10653 NE Quaybridge Ct.
Miami, FL 33138
(305) 624-7775
achamorro@eswllc.com
Authorized Signature
]alai Farooq
veronica@afceng.com
Technical Representative
Manuel Perez
Address/Phone/Email
10653 NE Quaybridge Ct.
Miami, FL 33138
maph@bellsouth.net
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the ]alai Farooq
Evaluation Report
Florida License PE-81223
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/16/2025
Validated By JAVAD AHMAD PE, INC.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL21557 R3 COI SS - Certificate of Independence.pdf
Standard
ASTM E1886
ASTM E1996
TAS 201
TAS 202
TAS 203
Florida Licensed Professional Engineer or Architect
FL21557 R3 Equiv Equiv Ltr ASTM E1886-1996.pdf
Year
2013
2017
1994
1994
1994
Product Approval Method
Date
Submitted
Date
Validated
Date
Pending FBC Approval
Date
Approved
Summa of Products
Method 1 Option D
10/06/2020
10/09/2020
10/20/2020
12/16/2020
FL #
Model, Number or Name
Description
21557.1
Series ES-EL200 Aluminum Horizontal
Large missile impact resistant aluminum horizontal rolling window.
Rolling Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL21557 R3 I[ SS - ES-EL200 HR (LMI) DWG W16-69 (2020).vpdf
Verified By: Jalal Farooq PE # 81223
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +80/-90
Evaluation Reports
Other: See attached drawing W16-69 for installation details.
FL21557 R3 AE SS - ES-EL200 HR Alum WW (LMI)-PAE 2020.pdf
Created by Independent Third Party: Yes
21557.2
Series ES-EL200 Aluminum Horizontal
Non -Impact resistant aluminum horizontal rolling window.
Rolling Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21557 R3 II SS - ES-EL200 HR (ill) DWG 20-63F (2020),pdf
Approved for use outside HVHZ: Yes
Verified By: Jalal Farooq PE #81223
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +80/-90
Evaluation Reports
Other: See attached drawing 20-63F for installation details.
FL21557 R3 AE SS - ES-EL200 HR Alum WW (NI)-PAE 2020.pdf
Created by Independent Third Party: Yes
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CONSULTING ENGINEERS � PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 •METHOD 1 OPTION D
FL 21557
Date: 8/7/2020
Detailed Product Description:
Manufacturer: E.S. WINDOWS, LLC.
Manufacturer Address: 3550 N.W. 49 STREET— MIAMI FL. 33142
Model Name: SERIES ES-EL200 ALUMINUM HORIZONTAL ROLLING WINDOW
Maximum Load: +80 PSF, -90 PSF (Large Missile Impact)
Installation Drawings # W16-69
This product complies with the Nigh Velocity Hurricane Zone (HVNZ) testing requirements.
For maximum sizes, combination of span vs loads and anchor type refer to installation drawings.
Comparative analysis used Yes X No
Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAPS/TAS-202)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
TEST SEALED BY
DATE
REPORT#
ASTM E283
Air Infiltration
Blackwater Testing
12/08/2016
BT-ESW-16-007
Constantin Bortes, P.E.
Leakage
Inc.
Fenestration
04/23/2020
FTL-11027
Idalmis Ortega, PE
Testing Lab.
ASTM E331
Water
Blackwater Testing
12/08/2016
BT-ESW-16-007
Constantin Bortes, P.E.
OR ASTM 547 &
Penetration
Inc.
TAS 202
Fenestration
04/23/2020
FTL-11027
Idalmis Ortega, PE
Testing Lab.
ASTM E330
Uniform Static
Blackwater Testing
12/08/2016
BT-ESW-16-007
Constantin Bortes, P.E.
& TAS 202
Air Press.
Inc.
Fenestration
04/23/2020
FTL-11027
Idalmis Ortega, PE
Testing Lab.
ASTM F588
Forced Entry
Blackwater Testing
12/08/2016
BT-ESW-16-007
Constantin Bortes, P.E.
Inc.
9360 Sunset Drive Ste 220 � Miami, FL 33173 � T: 305.264.8100 � F: 305.262.6978 � www,afceng.com ( alfaroog@afceng.com
Supplemental
Tests (Tested in accordance with TAS-201 and TASm203)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
TEST SEALED BY
DATE
REPORT #
FBC 1626.2
Large Missile
Blackwater Testing
12/08/2016
BT-ESW-16-007
Constantin Bortes, P.E.
(TAS 201 & 203)
Impact &
Inc.
10/24/2017
BT-ESW-17-007
ASTM
Cyclic
Fenestration
E1886/1996
Testing Lab.
04/23/2020
FTL 11027
Idalmis Ortega, PE
Under the limitations of the attached installation
drawings, to the
best of my knowledge and ability, the
above product conforms to the requirements of the 2020 Florida Building Code.
Evaluation Report Engineer:
�
cFA)yo
a
;f.r ..zc��a.•.Z��.
`'
Jalal Farooq PE #
81223
�!QNAt. `44
AkFarooq Corporation EB #
3538
Sealed: 9/23/20
1235 SW 87th Avenue ( Miami, FL 33174 � T: 305.264.8100 � F: 305.262,6978 � www.afceng.com � alfaroog@afceng.com
72 15/16"
FRAME WIN
(3) ANCHORS
AT MTG. STILE ENDS
N AT 5" O.C.
72 15/16" 72 15/16"
FRAME WIDTH FRAME WIDTH
(3) ANCHORS (3) ANCHORS 12"
AT MTG. STILE ENDS 19" MAX. AT MTG. STILE ENDS MAX'
7 AT 5" O.C. HEAD 6" MAX. B AT 5" O.C. HEAD
JJII HEAD/SILL
CORNERS _
1 I I �• `I
d II
___
6
6/ C E u %i �i
IN I'D
n ii II == n o ii it x z n
W G __ -J �li _ •jNp W vmi rZ N Gl__ W
oVy�
I I 11 I� N II
FALSE MUNTINS �Mo' i z
B � / D 11" iN mou
—4`1'
(SURFMAY BEPUSED SILL IO
32 11/16" 111 \ 32 11/16"
36 9/16" ` (3) ANCHORS
F+ VEp1T WryOp� `AT MTG. STILE ENDS
AT 5" O.C.
TYPICAL ELEVATION
FLANGE FRAMES
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT,
SHUTTERS ARE NOT REQUIRED,
ES—EL200
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH
OTHER WINDOW TYPES IN MODULES OF TWO OR MORE
WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON
APPROVAL WILL APPLY TO ENTIRE SYSTEM.
I 1 11"
32 11/16" 111 \ 32 11/16"
36 9/16" _� \ (3) ANCHORS
TENT WIDTH AT MTG. STILE ENDS
AT 5" O.C.
TYPICAL ELEVATION
FLANGE FRAMES WITH FLUSH ADAPTER
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I
REQUIREMENTS OF THE 2017 (67H EDITION)/2020 (7TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE
1BY OR 2BY WOOD BUCKS dl SUCK FASTENERS BY UTFLKb.NI At
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 IS 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 2017/2020 FLORIDA BLDG. CODE h ADOPTED STANDARD'.
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
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
b
1112
v N
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z B MAX. e n
u SILL
32 11/16" 32 11/16"
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36 9/16" D.L.3) ANCHORS J W
VENT WIDTH MTG. STILE ENDS W
AT 5" O.C. v y n
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TYPICAL ELEVATION 0 < H1 m
FLANGE FRAMES WITH FIN ADAPTER
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11 II
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MAXIMUM DESIGN LOAD RATING = + 65.0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) — 65,0 PSF
MTG. STILES WITHOUT REINFORCING
MAXIMUM DESIGN LOAD RATING - + 80.0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF
MTG. STILES WITH REINFORCING
OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH
MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT.
FOR ALTERNATE S12E UNITS MAX. FRAME AREA OF WINDOW
NOT TO EXCEED TESTED FRAME AREA OF 31.46 SO. FT.
Sealed:9/23/20 FL #21557
``1111�11 I I I l 11///
N INSTALLATION OF CTOR TO BHIS ESPONS113LE FOR THE PRODUCT BASED ON THIS SELECTION, PURCHASE PRODUCT
PROJIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED `� y J'•.•
ON THIS DOCUMENT. „�•
B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUO IF No. �,jj.�
ALTERED BY ANY MEANS. �A
C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED Yf
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD mott.) "
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPERQ
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED � gT
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW. ////(�'�'• �•••
D-7HIS P.E.D. SHAUL BEAR THE DATE AND
ORIGINAL
SIGNATURE OF
THE PROFESSIONAL ENGINEER OFRECORD THATPRE RED IT,//////111111111`
M� M 2
S 4
i \ g
• � drawingo no.
`�.V W16-69
7" MA%.
FALSE
(SURFACE
MAY
(3) ANCHORS
A7 MTG. STILE ENDS•-
AT S" O.C.
32 11/16"
D.L, OPC.
36 9/16"
32 1
19"
0
32 11/16"�` (0) ANCHORS
O.l. bPG. AY MTG. STILE ENDS
36 9/16" AT 5" O.C.
VENT WIDTH
FR
(3) ANCHORS
6" MAX. AT MTG. STILE ENDS
EAD/SILL AT 5" OJCu
:ORNERS A
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3
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I%
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In
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12"
MAX.HEAD
(3) ANCHORS
AT MTG. STILE ENDS
AT 5" O.C.
W4
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It II
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it
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(3) ANCHORS 32 11/16
AT MTG. STILE ENDS D.L.OPG.
AT 5" O.C. 36 9/16"
12
'2"
MAX.
SILL
32 11/ifi" 32 11/16"
O.L. OPG. U.L. OPG,
36 9/16"
F
0
MAX.
SILL \� 3 ro
� � e
32 11/16" j 32 11/16" ..
O.L OPGG, D.L. OPG. z
36 9/16" ( J U
VENT WIDTH ¢ J w 4
TYPICAL ELEVATION a Of a
FLANGE FRAMES WITH FLUSH ADAPTER N a 'n
i Z3�p
g 3z
w W M
MAXIMUM DESIGN LOAD RATING = + 65.0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) - 65.0 PSF
MTG, STILES WITHOUT REINFORCING
MAXIMUM DESIGN LOAD RATING = + 80.0 PSF- g
(FOR SIZES SHOWN ABOVE OR SMALLER) - JO.O PSF
MTG. STILES WITH REINFORCING
OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH
MAX. D.L. OPC. FOR FIXED LITE NOT TO EXCEED 12.7 SO, FT.
FOR ALTERNATE SI2E UNITS MAX. FRAME AREA OF WINDOW H
NOT TO EXCEED TESTED FRAME AREA OF 47.36 SO. FT, o v
i
Iwo
�
No. 8122Q
Sealed: 9/23/20 B ` .`� drawing 9 no.
.. a.• . W16-69
FL #21557 ��'�,, m`�� sheet 2 of 11
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090" interloysr 090" Interloyer ' 090" Interiayer I 090" Interloyer 0 y N ¢
Troslfol PVB 7rosifol PVD Troaifol PVB Trositol PVB 5 ? ry
OR 'Kuraray America, Inc.' oyR 'Kuraray Americo, Inc.' By -Kuraray Americo, Inc.' By *Kuraray America, Inc.' Q w 5 o
090' Interiayer 090" Interloyer 090" Interloyer .090" Interloyer .J Z m < j
OR LL.
SentryGlas SentryGlas SemryGios SentryGlas
By 'Kuroroy America, Inc.' By 'Kuraray Americo, Inc.' By 'Kuroroy America, Inc.' By 'Kuroroy America, Inc.'
OR OR - --- OR OR
�.090" Interloyer � 090" Interloyer 090" Interloyer 090" Interloyer
Saflex Clear And Color Class Sa11ea Clear And Color Glass Saflex Clear And Color Glass Saflex Clear And Color Gloss J
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By Eastman Chemical Co.' By 'Eastman Chemicol Co,' n
OR OR OR OR 3
075" Interloyer 075" Interiayer 075" Interlayar 075" Interloyer
Saflex CP With PET Core Saflex CP With PET Core 5aflez CP With PET Care Saflex CP With PET Core
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By Eastman Chemical Co.' By Eastman Chemical Co.'
1/8" HEAT STREN'D. GLASS -1/4' HEAT STREN'D. GLASS 1/8" HEAT STREN'D, GLASS 1/4" HEAT STREN'D. CLASS a
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SILICONE SILICONE SILICONE SILICONE 3 J
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5/16" OVERALL LAM. CLASS 7/16" OVERALL LAM. CLASS 7/8" OVERALL INSUL. LAM. CLASS 7/8" OVERALL IN5UL. LAM. GLASS
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NOTE: BY 'LINCERMANN GMBH' 1 •� g o t
GLASS CAPACITIES ARE AROUND THE PERIMETER OF THE CLASS.
BASED ON ASTM E1300-•09 (3 SEC. GUSTS) PERIMETER SEALANT: �•'•.• �� drowmq no.
AND FLORIDA BUILDING COMMISSION SILICONE Sealed: 9/23/20 ,., �' P ���
DECLARATORY STATEMENT DCA05—DEC-219 DOWSIL 791
GE 200o FL #21557 'ylylllf illt\\\\� sheet 3 of 11
�i..AD
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"STREN'D. GLASS -- 3/16" HEAT STR€N'D, GLASS 3/16" HEAT STREN'D. CLASS m
.090" Interloyer Interlayer C .090" Interlayer .090" Interlayer Z m ti
--SantryCloo yGlas \ (((--SentryGlas ttt''''''"""```SentryGlas 0 q 0 z
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w 1/4" HEAT STREN'D, CLASS1/4" HEAT STREN'O, CLASS A 3/18" HEAT 5TREN'0. GLASS wk3)
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M3 WIDER THAN 36" ONLYID€R THAN 36" ONLY M3 WIDER THAN 36" ONLY HAN 36" ONLY J O 0 d J
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OR
b90" laterin er 075" Interco er
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SILICONE By 'Kuroroy America, Inc.' SILICONE By 'Eastman Chemical Co.'
DOWSIL 791 DOWSIL 791
(1/8" X 1/4' -\ F1/4" HS, GLASS (1/8" X 1/16") �1/8" H5, GLASS
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Is %DOWSIL 795 rDOWSIL 795 SPA R. m
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GLASS TYPE '2AiCLASS TYPE '4i' —Now
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7/8" OVERALL INSUL. LAM. CLASS 7/8" OVERALL INSUL LAM. GLASS
MAXIMUM DESIGN LOADS FOR GLASS TYPE 44 Sealed: 9/23/20WON
S �` drawing no.
NOT TO EXCEED 180.0 PSF �i� < ?.•'' '��� wi 6-69
GLAZING OPTIONS FL #21557 f�yi ffftiiltt� �sheet3.tof 11
lay TYPICAL ANCHORS
WOOD BUCK u•\ 1 SEE ELEV.
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G e e a e e n TYPICAL ANCHORS
e e n Ni d EDCFt tlIST. _ SEE ELEV. °o G
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F
dPTI0NA6 TO
SWEEP LATCH
OPTIONAL TO
SPRING LATCW
WEEPiiOLES:
Wt = 1-1/2" X 5/16" WEEPHOLE5 AT 5—i/2" FROM
EACH END
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.. Sealed: 9/23/20
I� WOOD SUCK��i °'yes •�. P•'�` W16-69
FL #2155�9 �7 �N'"JilitlMoNi,%``. sheet 4 of 11
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE,
ULTR.ACON+ BY 'DEWALT' (FumI64 KSI, Fya148 KSI)
INTO 2BY WOOD SUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN, EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN, EMBED INTO BLOCKS (JAMBS)
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INTO F.B.C. APPROVED MULLIONS
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(3) THREADS MIN. PENETRATION 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
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INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
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