HomeMy WebLinkAboutProduct Approval (3) 11/24/21,8:47 PM Florida Building Code Online
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PrOUrt Approval Menu>Product or Application Search>Application List>Applimtion Detail
t FL tt FL22645-R4
�"B' • Application Type Revision
Code Version 2020 �+iie Coll
Application Status Approved � 1W.' -*,'!
Comments //'��I /�
Archived _. /{` -
Product Manufacturer E.S.Windows,Inc. p` `�I FOR
Address/Phone/Email 10653 NE Quaybridge Ct.
Miami,FL-7775 COse
DE COMPLIANCE
(305)624-7775 I 'Y, ` A��ii�O//
i achamolTo@eswlla.com T l///Iggq.
Authorized Signature Jalal Farooq S 11 s L � E COUNTY
veronica@afceng.com 6®CC to(*(
Technical Representative Manuel Perez
P
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
I
Compliance Method valuatlo a ort from a Registered Architect or a Licensed Florida Professional Engineer
... Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Evaluation Report )alai Faroaq
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 FL22645 R4 COI SS-Certificate of Indeoendence.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted - 07/06/2021
Date Validated 08/16/2021 i
Date Pending FBC Approval 08/19/2021
Date Approved 10/12/2021
Summary of Products
FL 0 Model,Number or Name Description
22645.1 ES-EL400 Aluminum Sliding Glass Door Large missile Impact resistant aluminum slidil�g glass door.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F122645 R4 n SS-ES-EL40D SGD LMi-DWG W37-67 2(020)R2.pdf
Approved for use outside HVHZ:Yes VeriFled By:Jalal Farooq PE tt 81223
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+80/-80 Evaluation Reports
Other:See attached drawing W37-67 for Installation details and span vs load combinaCms. FL22645 RI AE SS-EL400 SGD fLMD-PAE 2020.pdf
Created by Independent Third Party:Yes '� -7
22645.2 ES-EL400 Aluminum Sliding Glass Door Non-Impact resistant aluminum sliding glass Coor. i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL22645 R4 II SS-ES-EL400 SGD Nt-DWG 19-63F 2020 R2 gdf
Approved for use outside HVHZ:Yes Verified By:Jalal Farooq PE tt 81223
Impact Resistant:No Created by Independent Third Parry:Yes
Design Pressure:+80/-100 Evaluation Reports
Other:See attached drawing 19-63F for Installation details and span vs load combinations. FL22645 R4 AE SS-EL400 SGD NI-PAE 2020.2df
Created by Independent Third Party:Yes
22645.3 ES-EL400-10 Aluminum Sliding Glass Door Large missile Impact resistant aluminum slicilkil glass door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL22645 R4 II SS ES EL400 10 SGD LMIL DWG 20-22F 2020 R2 pdf
Approved for use outside HVHZ:Yes Verified By:Jalal Farooq PE tt 81223
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+65/-65 Evaluation Reports
Other:See attached drawing 20-22F for Installation details and span vs load combinations. FL22645 R4 AE SS'-EL400-10 SGD(LMi)-PAE 2020.p4f
Created by Independent Third Parry:Yes
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11/24/21,8:47 PM Flor'rla Building Code Online
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15" MAX. 6' rp.�`g N I!
HEAD TYP. HEAD ANCHORS wi In
AT INTERLOCK ENDS •
6' _ - 3 CLUSTER OF 4 OR 6
HEAD L.
/ SEE SHEET 6
CORNERS ( PAIR / FOR QUANTITY & CAPACITY Z- n n
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2 TRACK Z N I
FRAME HEAD uj
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DAYLITE OPENING WIDTH: l
Io 1 --- -==a�=== N MIN $ o
PANEL WIDTH - 5.688"
DAYLITE OPENING HEIGHT: Imp co I U
PANEL HEIGHT - 5.813" n ,
PANEL HEIGHT = DOOR FRAME HEIG I- 1.250" z I! ! 'o o
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vl :'All
ESE I ji
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TH DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
B, SDI 3z
(SHUTTERS ARE NOT REQUIRED. POCKET JAMB FALSE MUNTIN _.n
ANCHORS OPTIONAL) 2 TRACK id
42 1/2" FRAME JAMB N Q
42 1 2" D.L. OPG. w W Lo Hw-
D.L OPG.
SERIES ES-EL400 48 3/16"
ALUMINUM SLIDING GLASS DOOR aanEl_WIDTH
3/16 PANEL WIDTH
! �W
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH-THE __. - - "\� I$
REQUIREMENTS OF THE 2020 (7H EDITION) FLORIDA BUILDING CODE --
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). !o r16
—..--�
�.._....y--' 2 TRACK 1
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE I FRAME SILL o o�_.._ :
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS I i -'�. I is
TO THE BUILDING STRUCTURE. 6' MAX,
....�-__...,.......F
I j \ SILL ANCHORS
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SILL SAT INTERLOCK ENDS
CORNERS I
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE CO15' MAX. 61 CLUSTER OF 4 I
-MATERIAL-SHALL-BE-BEYOND-WALL-DRESSING-OR_STUCCO. SILL TYP. I ID
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �' -
TYPICAL ELEVATION o 0 0"„�—
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. N
INSTRUCTIONS: ox Sealed:8/13/2021 FL #22645 I:- �� of
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT USE CHARTS AS FOLLOWSllllllf%'�� ��;Ic
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
CTION.PURCHASE AND
REQUIOR
REMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. A NSTTALALA ONTOFBTHISEPRODUCTEASEDSPONSIBLE FOR TON THHE IS PRODUCT EVALUATION �
$ P 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED !��
'I, PROVIDED ME/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILE I ` �}".•'• QENB
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE \ J F''•, o'I
oN THIS DOCUMENT. o
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY USING APPLICABLE ASCE 7 STANDARD. I I� �\
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF./S No.61223 0 n
WATER INFILTRATION RESISTANCE ETC. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 ALTERED BY ANY MEANS. l I-
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, FOR THE REINFORCING OPTION USED. C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
AND TO BE REVIEWED BY BUILDING OFFICIAL. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O,R.)I1-'0: :�` v
STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION FOfl THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
ACTING AS A DELEGATED
ENGINEER OF RECORD D E USE OF THE P
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED .. DELEGATED BTA drowin no.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. '�® � 9
IN STEP 1 ABOVE. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS IATTER THE SITE \�\�
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. ./ -.,Y. �y` W�7-67
(LABELING ACCORDANCE
TO COMPLY NTH SECTION 91709.9.FLORIDA BUILDING CODE. SHHALLOAPPLY TOUEN'IREULS,TYSTEM. M STEPS 2 AND 3 D-THE PROFESSIONAL ENGINEER OF RECORD ORIGINAL
PREPARED DIT.SIGNATURE OF ��i����ff I I I 1��% [sheet T of Q31
10' MAX.
ANCHORS 'A'
4" MAX._
h JAMS ANCHORS 6-18 MAX.
/
J . ANCHORS 'C'
g o CORNERS
o ra
i
08'
DOOR FRAME HEIGHT
n
0 m 106 3/4'
PANEL HEIGHT
0
o m z I 100 15/16- 0A=i
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ll i II II y 1 1376'
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11 10 �50 date6 b d6--rrii lion -, ESEL4WINDOWS,DING LLC GLASS DOOR (L_M.L) AL-FAROOQ CORPORATION I 1
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�m:NGms o(305 �A033173 AX 2r6�2626876 1 �I
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____� �,._.__..__._-..__-___...._�
10" MAX.
ANCHORS 'A' &'B'
4" M,
I ANCHORS 'C'
A.MrB.r
A 0
=A —=-. -- ��7
0
N,
108'
DOOR FRAME HEIGHT
rn 106 3/4-
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PANEL HEIGHT
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............
-EL400 ALUM SLIDING CLASS DOOR (LIVI.I.) )I AL-FAROOQ CORPORATION
no male SGMV
ENGINEERS
-—---- =on -
12 PRODUCT DEVELOPMENT
E.S. WINDOWS, LLC 9360 SUNSET DRIVE,SUITE 220
3550 N.W. 49 STREET MIAMI,FLORIDA 33173 (CA.JV. 3538).
(305)262-6978
--------- FAXZ 0, MIAMI, FL. 33142 TEL(305)2644UGO
FA
0 ,!chk by. TEL. (305)638-5151 FAX. (305) 638-51 COMP-ANL\W
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ANCHORS 'A' & 'B'
JAMB6-1/9. M .
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CORNERS ANCHORS 'C'
om
om
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108"
DOOR FRAME HEIGHT
106 3/4-
PANEL HEIGHT;
1 00 15/16-
.L. OPG.
• 3 5/8-
5 7 MIN.
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ES-EL400 ALUM SLIDING CLASS DOOR (L.M.I.) AL-FARGOQ CORPORATIOTa N
(mvi-slons- scription oldalR b ENGINEERS 8,PRODUCT DEVELOPM
E.S. WINDOWS, LLO 9360,BU 0lrrt)KIVIff,8UlTK2ZI0
LORIDA 33173 (C.A,A,.
3550 N.W. 49 STREET MIAM FN
MIAMI, L. 33142 TEL(3013)26"100 FAX.(a00)262-e976
Zj
L - -----
chk.by. FTEL (305) 638-5151 FAX. (305) 63E
COMP-ANL\Wl 7-67ES
•3 16•TEMP. GLASS II
DESIGN LOAD CAPACITY - INTERLOCK
.-3/8•AIR SPACE }`n
INTERLOCK k INTERLOCK k t /
e
ASTRAGAL STILES ASTRAGAL STILES '
PANEL AVERAGE
DOH FRIME WITHOUT REINF. WITH REINF. I j3
INCHES wcNcs EXT.(+) INT.(-) EXT.(+) j INT.(-) `-3/16" HEAT STREN'D. CLASS 11 �1 I-•-3/16"HEAT STREN'D. CLASS ® y imp
30 60.0 60.0 80.0 80.0 .090•Interlayer , ' ICI 090• Interlayer Q W Z N is
36 60.0 60.0 80.0 80.0 I Trosifol PVB T[OsIf I PV13 d S.„ O
42 60.0 60.0 80.0 { 80.0 !I BByR'Kuraray America, Inc.' 1 V BByR'Kuraray America, Inc! O O 0`w 047-1/4 82 60.0 60.0 80.0 'i 80.0 1 .090• Interlayer '' �� .090• Interlayer d N i
48 59.1 59.1 78.8 I 78.8 I SentryGlos SentryGlas �[p t
54 52.5 52.5 70.0 1 70.0 I Ir By Kuraray America, Inc.' ' 1 r By R Kuraray America, Inc. ®U ti
60 - 0. 80.3 80.3 'll I oRf e� Clear And Eastmon Chemical Co.'
Co.Glass 1`,1'L V It By�ElflaE'Eastman Chemx Clear And ical Co.'Co.ss II Q a.a.a< g
JO _60._0_ 60.0 ,-_80.0-._1 80.0 t I I I ,075' inter
layer
f7
36 60.0 60.0 80.0 ( 80.0OR
.075• Interlayer ayer N In p
42 84 60.0 60.0 80.0 80.0 I� li Saflex CP With PET Core ,1; I Saflex CP With PET Core W Z n r
an
o.
4748 60.0I 60.0 80`0 -80.0 1�i By 'Eastman
HEAT STREN DCGLASS I,., �,I1 , BY3/16tmHEAT STRENbc GLASS ,,Z opf ,II
48 ---59.1n����� 59.1 78,8 78.8
54 52.5 52.5 70.0 70.0.3 I I I III I Q w m't
60 I - { 47.3 47.3 I t
30 60.0 1 60.0 80.0 80.0
36 60.0 1 60.0 80.0 80.0 Z
42 60.0 ; 60.0 80.0 80.0 Irn l ut M2 14
wl
47-1/4 90 60 0 { 60.0 80.0 80.0--� `�i � j;� v
48 59.1 I 59.1 78.8 78.8- n '.i �'� ^ `\ o
54 - i - 52.5 52.5 I j I r� n
30 60.0_� 60.0 80.0 80.0
36 60.0 I 60.0 80.0 80.0 a 1' j o
42 96 60.0 j 60.0 80.0 80.0 i J W
o �
47-1/4 60.0 60.0 80.0 80.0 ..�\ j , ��` N N N
48 - - 59.1
30 - - 60.0 6000
3s -_ -_ 6D.o- so.D GLASS TYPE 'A' GLASS TYPE 'AI' a
42 102 60.0 60.0 o Z 3
7/16.OVERALL LAM.GLASS 1"OVERALL INSUL LAM. GLASS o 2r Z L-G
- _n
ALL EXT.(+) LOADS SHOWN IN CHART ARE FOR DOOR INSTALLATIONS
47-1/4 ---_-T - 60.0 60.0 w v
..._......__ WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. NOTE: NOTE: I Vl It1¢ ., .•
48 - - 59.1 59.1 FOR DOOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS FOR SENTRYGLAS INTERLAYER FOR SENTRYGLAS INTERLAYER w lal LO `
30 - - 60.0 6o.o REQUIRED LIMIT EXT.(+) LOADS AS FOLLOWS. LIMIT MAX. D.L.O. AREA TO 25.7 SO. FT. AND SALEX CP INTERLAYER
FOR 3-11/16• SILL HEIGHT LIMIT EXT.(+) LOADS TO 80.0 PSF LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT.
36 60.0 60.0 / ( )
42 108 60.0 6D.0 FOR 3-1/8• SILL HEIGHT LIMIT EXT.(+) LOADS TO 66.6 PSF GLAZING OPTIONS
-- -- -- -- -�� - �--- FOR 2-3 4• SILL HEIGHT LIMIT EXT.+ LOADS TO 53.3 PSF
-47-1/4 -60.0 60.0 SEE SHEET 14 FOR DETAILS
ri(V'). (m n (no II� I II1
'0 1
�" r � 3/8" AlR SPACr�. Gpl1SjS�1,C1Sr 9E ', jj-'
SPACER•
'HELIMA' LOW PROFILE ALUMINUM SPACER
r BY 'LINGERMANN GMBH' ;�+- -
- -GLASS-CAPACITIES-ON-THIS-SHEET-ARE-- AROUND THE PERIMETER OF THE GLASS. i ila'I -
-PERIMETER-SEALANL irnl I=�
BASED ON ASTM E1300-09 (3 SEC. GUSTS) SILICONE Io:F
n nr [rx r (cu n cn �- AND FLORIDA BUILDING COMMISSION
n:r nai DOWSIL 791
DECLARATORY STATEMENT DCA05-DEC-219
GE 2000 nili?irk
INTERLOCKS ASTRAGAL INTERLOCKS ASTRAGAL W/0 REINF. W/0 REINF. WITH REINF. WITH REINF. ,��\���.. �°y 77 r
I
DOOR FRAME WIDTH i� No.01223
AVERAGE PANEL WIDTH SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF
NUMBER OF PANELS DESIRED GLASS SIZE AND REINFORCING TYPES. - I =I j a
SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. �:�'•,
Sealed:8/1312021 =�0 •. srA <u�` drawing no�
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART ••;��`�'•., 0�:
EGRESS REQUIREMENTS PER FBC AS REQUIRED. OP. HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. .i7yS�e '••• ����� I W17-67
FL #22645 /r t�j r (sheet 5 of 23
-'fit it
HEAD ANCHOR LOAD CAPACITY- PSFtn.
ANCHOR TYPES'A' & 'B' ANCHOR TYPE 'C'
n
1/4" MAX. SHIM 3/8" MAX. SHIM I/2" MAX. SHIM 3/8"MAX. SHIM ;��•3
4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 1 6 ANCHORS
AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT)LTD. AT MTG.
AVERAGE !DOOR FRAME STILE ENDS STILE ENDS STILE ENDS SIVE ENDS STILE ENDS STILE ENDS STHE ENDS STILE ENDS g
PANEL WIDTH! HEIGHT EXT.(+) + W.(+) EXT.(+) Err.(+) EXT. (+) i EXT.(+) EXT. (+) ` EXT.(+) 0. n'o
INCHES INCHES INT. - INi. - INT. - INT. - INT. - INT. - INT. (- INT. - ® p °'v
30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 4 80.0
36 ` 80.0 80.0 80.0 80.0 80.0 i 80.0 80.0 I 80.0
iCSN,m '
42 80.0 80.0 80.0 B0.0 71.5 80.0 80.0 80.0 O C p I'
47-1/4 82 80.0 80.0 80.0 80.0 63.6 B0.0 80.0 80.0 >
_..............._.._......_.......... - ()
48 80.0 80.0 80.0 80.0 62.6 62.6 80.0 80.0 80.0 ana.!
54 80.0 80.0 71.6 80.0 55.6 74.2 72.7 80.0 o dl
__.,.._._._.._._.._.__.__.._..
60 72.7 80.0 64.4 80.0 50.1 66.8 65.4 80.0
Q 111>IL®j'
30 80.0 80.0 80.0 80.0 80-- 80.0 80.0 l 80.0 dq •o
36 80.0 80.0 80.0 j 80.0 80.0 80.0 80.0 80.0 L o m Q J;.
.. - -_.. ._. 2P1-m.
42 80.0 j 80 0 80.0 80.0 69.8 80.0 80.0 80.0 Q m W f r
___.__...__._..__..._........_.._.......__._........... __ .-.__....._
47-1/4 84 80.0 1 80.0 79.8 I 80.0 62.1 80.0 80.0 80.0
48 80.0 I 80.0 78.6 80.0 61.1 80.0 79.8 80.0
-54 i 78.9 1 80.0 69.9 80.0 54.3 72.4 71.0 60.0
60 71.0 1 80.0 62.9 80.0 48.9 j 65.2 63.9 80.0 ( j�
�.
mot.p m
30 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0. 0 t
_._-.--._e_.._._....._..........
_ f
36 80.0 80.0 80.0 80.0 76.1 80.0 80.0 j 80.0 0.t ,f
_...............___..�....._.- ._.__......_____ o
42 N. 80.0 80.0 ` 80.0 65.2 90 80.0 80.0 80.0 m
___.____ ........._._.,.-_.__ ..
0...0_
48 I 80.0 80.0 73.4 80.0 57.0 I 76.1 u_74.5 80.0 U J
LL
...........
_-_....:._......_...�____.- _....
54 73.6 80.0 65.2 j 80.0 50.7 i 67.6 66.2 80.0 o i.J
30 80.0 80.0 80.0 80.0 80.0 1. 80.0 80.0 ! 80.0 N a D'1 t-
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47-1/4 60.0 600 _60.0 60.0 51.1 _60.0 60+0 60.0 '
48 60.0 60.0 60.0 60.0 50.3 60.0 60.0 f 60.0
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SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF
DESIRED GLASS SIZE AND REINFORCING TYPES.
SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. c� 1
LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART
OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM.
(� No.81223
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INTO CONCRETE AND MASONRY = 2-1/2' MIN. (UNLESS SPECIFIED OTHERWISE)
INTO WOOD STRUCTURE = I" MIN. _Z
INTO METAL STRUCTURE = 3/4" MIN. "
Sealed:8/13/2021 %�®ssue� ST 'W 1 drawing no.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN. .,��Q� 0 ���
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POCKETED JAMB OPTION I ,
- / INTO METAL STRUCTURE = 3/4" MIN. I I I
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NOT PART OF THIS APPROVAL
TO BE REVIEWED BY AHJ ( 12 j
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(_ No.81223
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Sealed:8/13/2021 OR ftwin no.
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................ FL #22645
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'ic i� P1o.81223
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EDGE__ 1 5"7/56 MIN.. . 3 KSR MIN.
:.CO 1'7 S
\IDIV �
J Q••, 8TA F •((/�� drawing no.
r�4 TRACK FRAMES I Sealed:8/13/2021 y fl
I % `� W17-67'
I ANCHOR LOCATIONS FL #22645
ITEM/ PART/ I REgD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4
E1 ES-EL400-001 1 FRAME HEAD(2 TRACK) _ 6063 T6
E1A ES-EL400-201 AS RE00. FRAME HEAD(3 TRACK) 6063-T6 '�
__._....._._ —.._........._.... _....._........____ .
EI
B ES-EL400-205 AS REDD. FRAME HEAD (4 TRACK) 6063-TB - _ {
E2 FS-EL400-002 1 FRAME SILL(2 TRACK) 6063-T6 - F 1-
E24 _S-EL400-202 AS REDD. (FRAME SILL(3 TRACK) 60 63-T6 I Q f ?^?mi
E2B ES-EL400-206 AS REDD. FRAME SILL(4 TRACK) 6063-T6 - it O oy0
_ —....._..... _...__......_ . a to
>
e
E3 ES-EL400-003 2 FRAME JAMB(2 TRACK) 6063-T6 - i -
E3A ES-EL400-203 AS REDD. FRAME JAMB(3 TRACK) 6063-T6 - Q;CIv
E38 ES-EL400-207 AS REOD. FRAME JAMB(4 TRACK) 6063-T6 - V O�p I f
E4 ES-EL400-004 1/PANEL TOP RAIL(INSUL LAM.GLASS) 6063-T6 - a0��
..__.___.. ___.._..__._.._.. .__...._._.__ .. _._...._..__.. _......___....... _
ES ES-EL400-005 1/PANEL BOTTOM RAIL(INSUL. LAM. GLASS) 6063-T6 - 0 60p.l
E6 ES-EL400-006 AS REDD. JAMB STILE(INSUL LAM.GLASS) 6063-T6 - G d�'¢
E7 ES-EL400-007 AS REDD. INTERLOCK STILE SUL LAM.GLASS) 6063-T6 - ZD
(IN n:
Q LL^
E8 ES-EL400-009 1/PANEL TOP RAIL(LAM.GLASS) 6063-T6
E9 ES-EL400- _ ___
010 1/PANEL BOTTOM RAIL(LAM. GLASS) 6063-T6 - I a
.._ __..._..........__— _.._.- ._...._...,..._...... ............._._..___. ..._,.,.._
E10 ES-EL400-011 AS REDD. JAMB STILE(LAM. GLASS) 6063-T6 -
E11 ES-EL400-012 AS REDD. INTERLOCK SOLE(LAM.GLASS) 6063-T6 -
E72 ES-EL400-013 AS REDD. ASTRAGAL STILE(LAM. GLASS) 6063-T6 -
m I
E11A ES-EL400-008 AS REDD. (ASTRAGAL STILE(INSUL. LAM.GLASS) 6063-T6
n
E13 ES-EL400-014 AS REDD. JAMB COVER 6063-1 - v
_.__.;... �_........_. _._.._.........._..._ _......._..... .-._...._._......_ _.....__._ o n
E14 ES-EL400-015 AS REDD. POCKET JAMB 6063-T6 -
E15 ES-EL400-016 AS REDD. SILL TRACK 6063-T6 - O' c
............ to�
E16 ES-EL400-017 AS REDD. HEAD COVER 6063-T5 - v
E77A ES-2020-008 AS REDD. SILL RISER 6063-T6 - V U r
E17B ES-2020-007 AS REDD. ALT.SILL RISER 6063-T6 - z Jw
_....._. ..__...__ _�_ _.__._._._.. ._............. 0 a'
E17C ES-2020-041 AS REGO. ALT.SILL RISER _ 6063-T6 - N ur
E18 ES7-EL400-020 AS REDD. I FIXED PANEL BOTTOM GUIDE 6063-T6 - 3
______ _._..._._.._. _........._.. - .........__. __._..__ __._.... m.O m p v1
E19 ES-EL400-021 AS REDD. )INTERLOCK REINFORCEMENT 60J5-T5 - <_per"1 n
,E.6 ES-6011 AS REDD. SCREW COVER 6063-T6 - p —3_j fO
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Ml ES-EL400-GO1 4/PANEL GLAZING GASKET(LAM. GLASS) SILICONE DUR_-� OMEIER 70±3 SHORE A I Ivi n J
M2 ES-EL400-G02 4/PANEL GLAZING GASKET (INSUL LAIR.GLASS) SILICONE DUROMETER 7013 SHORE A I w jW t,
M3 ES2020-GO4 AS REDD. INTERLOCK BUMPER PVC DUROMEIER 60±5 SHORE D
LOCK: —
_. _
M4 W3327INK AS REDD. PILE W'STRIPPING (INTERLOCK) - WOOL
......_._.__ ..........._ _............. .___......... __.._._._.._ ..._........ SURFACE MOUNT METALLIC HANDLE AT 44' FROM BOTTOM
M5 W33181NK AS REDO. PILE W'STRIPPING WOOL - FASTENED TO LOCK STIUEWITH
M6 PSOI-0014 AS REDD. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE (2) A8 X 1/2" FH SMS M2 i
M7 PS01-1015 AS REDD. STRIKE FOR MORTISE LOCK ST.STEEL - _ SURFACE MOUNT METALUC 3 PLY DUAL HOOK LOCK N°' i I
ME P501-1036 AS REDD. MOROSE 2 POINT LOCK ST.STEEL - 44° FROM BOTTOM a i 'I
_ FASTENED TO LOCK STILE WITH I�
M9 GT-R34/3-01-A 2/PANEL ROLLER ASSEMBLY ZAMAK (2) #10 X 1' FH SMS I ;'
M10 6844.1 AS REDD. BUMPER ALUM/NYLON - SURFACE MOUNT METALUC KEEPER AT 44"FROM BOTTOM
FRAME JAM13,01)ASTRAGAL STILE WITH
M72 (J8'X 3/4' !S REDD. KEEPER FASTENERS �.STEEL-- P.H_SMS
(3) �8 X 3/4" PH SMS 12 to�.l
Mil
ES-EL'GO-FPI'L AS RECD. FIX. PANEL CLIP ST. STEEL FASTENED TO
-- ST P.H. SMS n�a
MiJ /10% 1-1/4' AS READ. PANEL ASSEMBLY FASTENERS ST.STEEL P.H.SMS Ic'� I
M14 #12 X 1-1/2 AS REDD. FRAME ASSEMBLY FASTENERS Si EEL L_I� � I t
M15 /6%3/8" AS REDD. FIX. PANEL CUP FASTENERS ST.STEEL P.H.SMS /(1111 /!I�\ �J�:
M76 /B X 1/2" AS REDD. FIX. PANEL CUP FASTENERS ST.STEEL F.H. SMS f��` �•.FA� i
M7B /10 X 1/2- AS REDD. ROLLER FASTENERS ST.STEEL I P.H. SMS
M19 /10 X 1' AS REDD. LOCK INSTALIATON FASTENERS 5T. STEEL I F.H.SMS
M20 /8 X 1/2" AS REDD. HANDLE INSTALLATION.FASIENERS _ 5T. STEEL F.H.SMS j� No.B1223
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SEALANT: Sealed:8/13/2021 •.• �/
° ` W17-67
WHITE/ALUMINUM COLORED ALL JOINTS AND FRAME O SILICONE. FL
SEALED WITH FL #226\< �1,
I I I L -beef 20of 231
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4.575 -1 ".--....._.._ 5.686-
p— ....062 --� t 062 I 070
.743 1.151
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1.380 I vmi
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3.715 N n 4,585 5.686 5.525 7.496 �.0 7.335 �
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j_ No.81223
Sealed:8/13/2021 �/ drawing vno.
W17-67
FL #22645 ��<! sy `sheet 2?o't 23
-=j 1.340 -�I 1.340 I -1.875� I -1.875-j 970
2 .094 7...... .094 .929
1.811 1.81 1 .062 .062
2.686 .062 J ( o f
2.686 .062 .052
a e 10
I 1.904 1.340 1.904- 1.340 0.OiO`64.1-.I v
-d.866 G�LAM.GLASS G w !
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ice• PANEL TOP RAIL "� PANEL TOP RAIL I d o;Q .
`E8, (LAM.GLASS) (E4 (INSUL.LAM. GLASS) IIF-•••------------3.422 3.422 �{ 1.340 jQ�Qn o'
IoaOQ.�If
-�•I.866 i-_, ASTRAGAL STILE ^t ASTRAGAL STILE I0-am¢m
(E121 :E72h .972 O
(LAM. GLASS) (INSUL. LAM. GLASS) Q a u o
.062-� Lzo�t°Ve
1.732 .�•1 1.075 j Z v01 a
2.993 - -.062 2.993 -.062 .040 Q w 01 E I
2.1 8 2.118 .281,_ _ M2 GLAZING GASKET
INSUL LAM. GLASS
1.35� 25 1711. L
-ems 1.340 1.340 j MATERIAL - SILICONE �� m
..9291•=- E76� HARDNESS = 70±3 al n j
HEAD COVER TENSILE STRENGTH = 1139 PSI 0 I
PANEL BOTTM RAIL r"-' PANEL BOTTM RAIL ELONGATION AT BREAK - 235% 0: o
�E9) (LAM.CLASS) ES (INSUL LAM. CLASS) E19t INTERLOCK STIFFENER 243 _ TEAR STRENGTH = 107 Lb/IN y
OR
TEMPERATURE = -40' F g
-2.926-={ 2.926� - .863 � COMPRESSION SET 12.57. (22h0212'F)
r 062 I i-.062 �I z J w -
1.791 0
i 1 .087 T� 441 .050 -� uJi 3N,4
1.490 1.340 1 A90 1.340
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PANEL JAMB STILE PANEL JAMB STILE W Id'Oa J
(LAM. CLASS) �E6.i (INSUL LAM. GLASS) ---{.711
i
.287
.050
2.750
I2.75�0
.11-1 .040 711
2�
�_ T- �1. 0 062 1.798 7,340 .062 �1.798
L QEtSj TRACK INSERT (E26� SCREW COVER
1.622 1.622
INTERLOCK STILE NTERLOCK STILE
(LAM. GLASS) E7) IL(NSU LAM. GLASS) .500�
.500
oouL.'�GtE,�,am oeoa' I
.500- No. 1222.55t 3.596
3.0163 3 I
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1.7a2 � 1.7a� 1.7
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a dote: 07-11-17 �(-..-. --_ - _--_.___ ES-EL400 ALUM SLIDING GLASS DOOR (L.M.L) (AL-FAROOQ CORPORATION k� -I
m o ` —_....—�o oTe y,l desc�i lyP on-— -
i "-`— ENGINEERS&PRODUCT DEVELOPMENT I I
��E.S. WINDOWS, LLC
1� 9360 SUNSET DRIVE,SUITE 220
I� 3550 N.W. 49 STREET MIAMI,FLORIDA 33173 (C.A.N. 3538) 1
dr by 7ARI0 y
0 � l r- - �) MIAMI, FL. 3314Z TEL(305)264-8100 FAX.(305)2626978 �
'N J o chk by -- I _ , TEL (305) 638-5151 FAX. (305) 638-5158 r— --- -- COMP-ANL\W77-67ESj