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Product Approval Menu > Application Detail
FL # FL22645-113
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 Jalal 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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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 Jalal Farooq
Evaluation Report
Florida License PE-81223
Quality Assurance Contract Expiration Date 07/16/2025
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Validation Checklist - Hardcopy Received
FL22645 R3 COI SS - Certificate of Independence.pdf
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Product Approval Method
Date Submitted
Method 1 Option D
10/14/2020
Date
Validated
Date
Pending FBC Approval
Date
Approved
Date
Revised
10/16/2020
10/25/2020
12/16/2020
07/06/2021
22645.2
ES-EL400 Aluminum Sliding Glass Door
Non -impact
resistant aluminum
sliding glass door.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL22645 R3 II SS - EL400 SGD I) -DWG 19-63F 2020,pdf
Approved for use outside HVHZ: Yes
Verified By:
]alal Farooq PE # 81223
Impact Resistant: No
Created by
Independent Third
Party: Yes
Design Pressure: +80/-100
Evaluation
Reports
Other: See attached drawing 19-631F for Installation details and
FL22645 R3
AE SS - EL400 SGD
II)-PAE 2020.pdf
span vs load combinations.
Created by
Independent Third
Party: Yes
22645.3 ES-EL400-10 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door
Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL22645 R3 II SS - EL400-10 SGD (LL I,) - DWG 20-22F
Approved for use outside HVHZ: Yes (2020),pdf
Impact Resistant: Yes Verified By: ]alai Farooq PE # 81223
Design Pressure: +65/-65 Created by Independent Third Party: Yes
Other: See attached drawing 20-22F for installation details and Evaluation Reports
span vs load combinations. FL22645 R3 AE SS - EL400-10 SGD (LMI)-PAE 2020,pdf
Created by Independent Third Party: Yes
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Contad Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1624
The State of Florida is an AA/EEO employer, Coo_�ght 2007-2013 State of Florida.:: Priva cv Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to apublic-records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. *Pursuant to
Sedion 455.275(i), Florida Statutes, effedive Odober 1, 2012, licensees licensed under Cha p[er 455, F.S. must provide the Department with an email address if
they have one, The emails provided maybe used for official communication vdth the licensee, However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department vAth an email address Mich can be made available to the public. To determine If you are a licensee
under Chapter 455, F.S., please click here .
Credit Card
Safe
CONSULTING ENGINEERS &PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20=3 • METHOD 1 OPTION D
F1012645
Date: 09/23/2020
Detailed Product Description:
Manufacturer: E.S. WINDOWS, LLC.
Manufacturer Address: 3550 N.W. 49 STREET— MIAMI FL. 33142
Model Name: SERIES ES-EL400 ALUMINUM SLIDING GLASS DOOR
Maximum Load: +80 PSF, -80 PSF (Large Missile Impact)
Installation Drawings # W17-67
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
For maximum sizes, combination of span vs loads and anchor type refer to installation drawings.
This product was tested using a wrap -around glazing gasket. This is equivalent to using setting blocks.
Comparative analysis used X Yes No
Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST REPORT #
TEST
DATE
SEALED BY
ASTM E283
Air Infiltration
Blackwater Testing, Inc.
06/15/2017
BT-ESW-17-009
Constantine
Leakage
Bortes, PE
ASTM E331 OR
Water
Blackwater Testing, Inc.
06/15/2017
BT-ESW-17-009
Constantine
ASTM 547 &
Penetration
Bortes, PE
TAS 202
ASTM E330
Uniform Static
Blackwater Testing, Inc.
06/15/2017
BT-ESW-17-009
Constantine
& TAS 202
Air Press.
Bortes, PE
ASTM F842
Forced Entry
Blackwater Testing, Inc.
06/15/2017
BT-ESW-17-009
Constantine
Test
Bortes, PE
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 TAS-203)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
Test'
DATE
REPORT #
Sealed by
FBC 1626.2
Large Missile
Blackwater Testing, Inc.
06/15/2017
BT-ESW-17-009
Constantine
(TAS 201 & 203)
Impact & Cyclic
Bortes, 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:
A&o�4'-�
Nb. 8
5•
Jalal Farooq PE #
81223
AL
AI-Farooq Corporation EB #
3538
�,�;r°` Sealed: 10/14/2020
9360 Sunset Drive STE 220 � Miami, FL 33173 � T: 305.264.8100 � F: 305.262.6978 � www.afcen�.com ( alfaroog afceng.com
DAYLITE OPENING WIDTH:
PANEL WIDTH - 5.688"
DAYLITE OPENING HEIGHT:
PANEL HEIGHT - 5.813"
PANEL HEIGHT DOOR FRAME HEIGHT - 1.250"
THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT,
SHUTTERS ARE NOT REQUIRED,
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2).
1BY OR 2BY Wb00 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC 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 & 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,
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.
CORNERS
b
POCKET JAMB
ANCHORS
HEAD ANCHORS
AT INTERLOCK ENDS
CLUSTER OF 4 OR 6
SEE SHEET 6
FOR QUANTITY h CAPACITY
SILL ANCHORS
AT INTERLOCK ENDS
CLUSTER OF 4
2 TRACK
FRAME HEAD
2 TRACK
FRAME JAMB
2 TRACK
FRAME SILL
U
TYPICAL ELEVATION
INSTRUCTIONS: ox FL #22645
Sealed: 10/14/2020
USE CHARTS AS FOLLOWS A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND \\Y11B1ry,1�� 111111, ��AA''
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \ p+ ....
STEP 1 OETERMINE DESIGN WIND LOAD REQUIREMENT BASED \\ !.
PROVIDED MC/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ; OBN
ON WINO VELOCITY, SCE HEIGHT, WIND ZONE ON THIS DOCUMENT. V •'.
USING APPLICABLE ASCE 7 STANDARD. J
B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No. 81223
STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 ALTERED BY ANT MEANS. A ; n
SO
FOR THE REINFORCING OPTION USED, C-SRE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGMTLREU
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R,) �
STEP 3 USING CHARTS ON SHEET O SELECT ANCHOR OPTION FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED USE OF THE P.C.O ENGINEER OF RECORD, ACTING AS A DELEGATED Sol
IN STEP 1 ABOVE. ENGINEER TO THE p,E.O. ENGINEER SMALL SUBMIT TO THIS TATTER THE SITE �i A �So
SPECIFIC DRAWINGS FOR REVIEW. j • `'P THE LOWEST \\\
SHALL APPLY TOUENTIREULTING SYSTEM,RbM STEPS 2 AND 3 O—THE PROFESSIONAL ENGINEER OFHIS PE.D. SHALL BEAR THE DATE
RECORD ORIGINAL
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Sealed: 10/14/2020
ft W17-67
FL #22645 /i/�i1 1lift i\�\�\�\ (sheet 3 of23�
oo�is
POCKET JAMB
ANCHORS
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FL #22645 ����uil�'ii�t`��� sheet 4 or23
DESIGN LOAD CAPACITY - PSF
INTERLOCK k INTERLOCK k
ASTRAGAL STILES ASTRAGAL STILES
AVERAGE tl00R FRAME WITHOUT RKINF. WITH REtNF,
PANEL WIDTH HEIGHT
INCHES INCHES EXT.(+) INT.(-) EXT.(+} INT.(-)
30
60.0
60.0
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36
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F3/8" AIR SPACE 3
1
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Saflex Clear And Color Class Saflex Clear And Color Glass 0
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 0 e p C
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NOTE: NOTE: �i (N U)
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WMIT MAX. O,L,O, AREA TO 25.7 SQ. FT. AND SALEX CP INTERLAYER
LIMIT MAX. O,L.O. AREA TO 25.7 SQ. FT.
GLAZING_ OPTIONS
3/8" AIR SPA. ONSIS'I'ING OF•
cll cr sl+ n i SPACER. of
'HELIMA' LOW PROFILE ALUMINUM SPACER �_yI
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NOTE: PERIMETER S A .ANT:
GLASS CAPACITIES ON THIS SHEET ARE SILICONE
BASED ON ASTM E1300-09 (3 SEC. GUSTS) GEWSIL 2000 91 o d
AND FLORIDA BUILDING COMMISSION o
Cn c++ cu c+� ru Cfp f Cro DECLARATORY STATEMENT DCAOS-DEC-219 '>
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AVERAGE PANEL WIDTH m DOOR FRAME WIDTH No.81222 o
NUMBER OF PANELS SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF.:
DESIRED GLASS SIZE AND REINFORCING TYPES.
SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY.
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART Sealed: 10/14/2020 F N/17�67
OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM.
EGRESS REQUIREMENTS PER FBC AS REQUIRED. FL #22645 °°0°rj�111ttttV� (sheet 5 ot23�
HEAD ANCHOR LOAD CAPACITY
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Sealed:10/14/2020
drawing no.
FL #22645
- PSF
ANCHOR TYPES 'A' k 'a'
ANCHOR TYPE 'C'
1/4" MAX. SHIM
0/6' MAX, SHIM
1/'G" MAX. SHIM
➢/a" MAX, SHIM
NCHORS
4 ANCHORS
b ANCHORS
4 ANCHORS
R ANCHORS
A ANCHORS
8 ANCHORS
MTG.
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AVERAGE
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SfliE ENDS
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(+)
EXT, (+)
EET.INCHESINCHES
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E2
ES-EL40O-002
1
FRAME SILL (2 TRACK)
8063-T6
-
E2A
ES-EL400-202
AS REOD*
SILL (3 TRACK)
6063-T6
-
228
ES-EL400-206
AS REQD,
_FRAME
FRAME SILL (4 TRACK)
6063-11`6
-
E3
ES-EL400• 003
2
FRAME JAMB (2 TRACK)
6063-T8
-
E3A
ES-EL400-203
AS REOD.
FRAME JAMB (3 TRACK)
6063-T6
-
E313
ES-EL400-207
AS REQD,
FRAME JAMB (4 TRACK)
6063-T6
-
E4
ES-EL400-004
1/ PANEL
TOP RAIL (INSUL LAM. GLASS)
6063-1`6
E5
ES-EL400-005
1/ PANEL
BOTTOM RAIL (INSUL LAM. CLASS)
6063-1`6
-
E6
ES-EL400-006
AS REDD,
JAMB STILE (INSUL. LAM. CLASS)
6063-T6
-
E7
ES-EL400-007
AS REQD.
INTERLOCK STILE (INSUL LAM. GLASS)
6063-T6
ES-EL400-009
1/ PANEL
TOP RAIL (LAM. GLASS)
6063-T6
ES-EL400-010
1/ PANEL
BOTTOM RAIL (LAM. GLASS)
6063-T8
ES-EL400-011
AS REQD.
JAMB STILE (LAM. CLASS)
6063-T6
r
ES-EL400-012
AS REDD.
INTERLOCK STILE (LAM. GLASS)
6063-T6
ES-EL400-013
AS REDD.
ASTRAGAL STILE (LAM. CLASS)
6063-T6
ES-EL400-008
AS REQD,
ASTRAGAL STILE (INSUL. LAM. CLASS)
6063-T6
-
E13
ES-EL400-014
AS REQD,
JAMB COVER
6063-T5
E14
ES-EL400-015
AS REQD,
POCKET JAMB
6063-1`6
-
EIS
ES-EL400-018
AS REDD,
SILL TRACK
6063-1`6
-
E16
ES-EL400-017
AS REDD.
HEAD COVER
6063-1`5
-
E17
ES-EL400-018
AS REDD,
SILL RISER
6063-1`6
-
E18
ES-EL400-020
AS REDD.
FIXED PANEL BOTTOM GUIDE
6063-T6
-
E19
ES-EL400-021
AS REDD,
INTERLOCK REINFORCEMENT
6005-TS
-
E26
ES-6011
AS REDD,
SCREW COVER
6063-T6
._._.....____...-..._.._..._......_
Mi
ES-EL400-G01
4/ PANEL
GLAZING CASKET (LAM. GLASS)
SILICONE
DUROMETER 7013 SHORE A
M2
ES-EL400-02
4/ PANEL
GLA2ING CASKET (INSUL. LAM. CLASS)
SILICONE
DUROMETER 70±3 SHORE A
M3
ES2020-04
AS REQD,
INTERLOCK BUMPER
PVC
DUROMETER 6035 SHORE D
M4
W3327INK
AS REDD,
PILE W'STRIPPING (INTERLOCK)
WOOL
M5
W33181NK
AS REDD,
PILE W'STRIPPING
WOOL
M6
PSOI-0014
AS REOD,
DOOR HANDLE
DIE CAST ALUM
TWO POINT HANDLE
_
M7
P501-1015
AS REOD,
STRIKE FOR MORTISE LOCK
ST, STEEL
-
M8
PSOI-1036
AS REOD,
MORTISE 2 POINT LOCK
ST, STEEL
-
M9
GT-R34/3-01-A
2/ PANEL
ROLLER ASSEMBLY
ZAMAK
MID
68441
AS REOD,
BUMPER
ALUM/NYLON
-
Mt1
ES-E6400-FPI SL
AS REOD.
FIX, PANEL CLIP
ST. STEEL
-
_
M12
N8 X 3/4"
AS RE00.
KEEPER FASTENERS
ST, STEEL
P.N. SMS
M13
#10 X 1-1/4"
AS REOD.
PANEL ASSEMBLY FASTENERS
ST. STEEL
P.H. SMS
M14
#12 X 1-1/2"
AS REOD,
FRAME ASSEMBLY FASTENERS
St STEEL
P.H. SMS
M15
06 X 3/8"
AS REDD,
FIX, PANEL CUP FASTENERS
ST, STEEL
P,H. SMS
M16
#8 X 1/2"
AS REDD.
FIX, PANEL CUP FASTENERS
ST. STEEL
F.H. SMS
M18
10 X 1/2"
AS REQD,
ROLLER FASTENERS
ST. STEEL
P.H. SMS
MIS
#10 X 1"
AS REQD,
LOCK INSTALLATION FASTENERS
ST. STEEL
F,H, SMS
M20
#8 X 1/2"
AS REOD,
HANDLE INSTALLATION FASTENERS
ST, STEEL
F.H. SMS
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
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SURFACE
MOUNT METALLIC 3 PLY DUAL HOOK LOCK
44" FRbM
BOTTOM
FASTENED
TO LOCK STILE WITH
X 1" FH SMS
SURFACE
MOUNT METALLIC KEEPER AT 44" FROM BOTTOM
FASTENED
TO FRAME JAMB D ASTRAGAL STILE WITH
X
3/4" PH SMS 12
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Sealed:10/14/2020 :� ., o ��`� W17-67
FL #22645 /'A7 1 iftilk0" sheet_20of2;
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1.380
4,585
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FRAME JAMB
1
FRAME SILL
5
POCKET JAMB
FRAME JAMB
FRAME HEAD
FRAME SILL (3
7
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FRAME JAMB
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7. r.
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7.151
FRAME HEAD (4 TRACK)
FRAME SILL
Sealed: 10/14/2020
FL #22645
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PANEL TOP RAIL
C'
PANEL BOTTM RAIL
PANEL JAMB STILE
.062 1
M� 1,622
INTERLOCK STILE
SILL RISER
i
PANEL TOP RAIL
IsuL, LAM. GLASS)
PANEL BOTTM RAIL
PANEL JAMB STILE
(INSUL. LAM. GLASS)
INTERLOCK STILE
Ll1.B75--^j
.094
i .062
1.904 1,340
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ASTRAGAL STILE
1
1.35. 0 �25
929
�E19 INTERLOCK STIFFENER
863 r 441
E1B
FIX, PANEL BOTTOM GUIDE
711
050
.512
.275
TRACK INSERT
ASTRAGAL STILE
�Ioao
i.7,1 L
HEAD COVER
.243 �-
.050 1.797
JAMB COVER
040 .Llg$I^,711
SCREW COVER
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M2� GLAZING GASKET
INSUL LAM, GLASS
^ N
MATERIAL m SILICONE
HARDNESS 70+3 g ^
TENSILE STRENGTH 1139 PSI m
ELONOATION AT BREAK m 235%
TEAR STRENGTH m 107 Lb/IN rn
BRITTLENESS TEMPERATURE m -40' F
COMPRESSION SET m 12.5% Wh0212T) o O
J
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a
N N N a h
j 30 n
to n
c Z 3 J
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'P,a••' ST 0 %yam drawing no.
Sealed:10/14/2020 �,. K) •° C0` W17-67
FL #22B45
Mi4
FRAME TOP CORNER
2 TRACK FRAMES (SHOWN)
3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTENER
4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS
FRAME 90TTOM CORNER
2 TRACK FRAMES (SHOWN)
3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER
4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS
M74
PANEL TOP/BOTTOM CORNER
LAM. GLASS RAIL k STILE (SHOWN)
IN5UL. LAM. GLASS RAIL k STILE (SIMILAR)
Sealed: 10l14/2020
FL
No. 81223
� p 8
n �
ng a, no.
W17-67