HomeMy WebLinkAboutNOA # 20-1202.06MIAMI•DADE
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
E.S. Windows, LLC
3550 NW 49'" St t
File COPY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
86) 315-2596 F (786) 315-2599
;D�FliRwww.miamidade.gov/building
Miami, FL 33142ee 'T. L'U"'E C®UNTY
SCOPE: i1goCC 2#90Z
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 shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (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 Hurricane Zone.
DESCRIPTION: Series "2000/2050" Aluminum Horizontal Sliding Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W03-75, titled "Series-2000/2050 Alum. Horiz. Sliding Wdw.
(L.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision J dated 11/05/20, prepared by
Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla,
Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless
otherwise 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 revises NOA No. 17-1114.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-1202.06
MIAMI•DADE COUNTY Expiration Date: November 06, 2023
�ff!]=KNIJ V Approval Date: February 04, 2021
Page 1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-0910.02)
2. Drawing No. W03-75, titled "Series-2000/2500 Alum. Horiz. Sliding Wdw. (L.M.I.)",
sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/27/03, with revision I dated 09/27/17,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 17-1114.05)
B. TESTS
1. 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
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, and TAS 202-94
along with marked -up drawings and installation diagram of a horizontal sliding
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5811, dated 02/16/09, signed and sealed by Michael R. Wenzel, P.E.
(Submitted under NOA No. 09-1008.06)
2. 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
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, and TAS 202-94
along with marked -up drawings and installation diagram of a horizontal sliding
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-5338 and FTL-5475, dated 01/17/08 and 12/20/07 respectively, signed and
sealed by Carlos S. Rionda, P.E.
(Submitted in NOA's No. 08-0527.13 and 07-0928.13)
Manuel Perez, P.P.
Product Control Exa . r
N& No. 20-1 02.06
Expiration Date: November 06, 3
Approval Date: February 04, 2021
E-1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
B. TESTS (CONTINUED)
3. 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
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, and TAS 202-94
along with marked -up drawings and installation diagram of a horizontal sliding
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3809 and FTL-3804, dated 06/16/03 and 05/15/03 respectively, signed and
sealed by Joseph C. Chang, P.E.
(Submitted under NOA No. 03-0910.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 09/22/17, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 17-1114.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th
Edition (2017), and of no financial interest, dated September 22, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 17-1114.05)
Manuel Perez, P
Product Control Exanti[
11101 NOA No. 20-1 0� 2.06
Expiration Date: November 06, 3
Approval Date: February 04, 2021
E-2
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS (CONTINUED)
2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by
Andres Chamorro.
(Submitted under NOA No. 12-0223.46)
3. Laboratory compliance letter for Test Report No. FTL-5811, issued by Fenestration
Testing Laboratory, Inc., dated 08/13/09, signed and sealed by Michael R. Wenzel,
P.E.
(Submitted under NOA No. 09-1008.06)
4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D.
Gascon, P. E.
(Submitted under NOA No. 09-1008.06)
5. Laboratory compliance letter for Test Reports No. FTL-5338 and FTL-5475, issued
by Fenestration Testing Laboratory, Inc., dated 01/17/08 and 12/20/07, signed and
sealed by Carlos S. Rionda, P.E.
(Submitted under NOA's No. 08-0527.13 and 07-0928.13)
6. Laboratory compliance letter for Test Reports No.'s FTL-3809 and FTL-3804, issued
by Fenestration Testing Laboratory, Inc., dated 06/16/03 and 05/15/03, revised &
reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by
Joseph C. Chan, P.E.
(Submitted under NOA No. 03-0910.02)
G. OTHERS
1. Notice of Acceptance No. 14-0923.10, issued to ES Windows, LLC, for their Series
"2000/2050" Aluminum Horizontal Sliding Window — L.M.I., approved on 02/05/15
and expiring on 11/06/18.
Manuel Perez, P.E.
Product Control Exa
NOA No. 20-1 02.06
Expiration Date: November 06, 3
Approval Date: February 04, 2021
E-3
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W03-75, titled "Series-2000/2500 Alum. Horiz. Sliding Wdw. (L.M.I.)",
sheets 1, 1. 1, 2 and 3 through 9 of 9, dated 08/27/03, with revision J dated 11/05/20,
prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017) dated 09/22/17 and updated on 07/24/20 to comply with ,FBC 711
Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal
Farooq, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® XtraTm (SGXTM) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 711
Edition (2020), and of no financial interest, dated October 26, 2020, issued by Al-Farooq
Corporation, signed and sealed by JaW Farooq, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-1114.05, issued to ES Windows, LLC, for their Series
"2000/2050" Aluminum Horizontal Sliding Window — L.M.I., approved on 02/01/18
and expiring on 11/06/23.
Manuel Perez, P.E.
Product Control Exa n r
NO A No. 20-1 02.0
Expiration Date: November 06, 3
Approval Date: February 04, 2021
E-4
6" MAX.
HEAD/SILL
CORNERS
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES-2000/2050 ALUM HORIZ. SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER.
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF
TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED
MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL
APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH 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 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)'.
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WINDOW WIDTH
10" 11"
' ADDL. ANCHOR MAX
STILE AT STILE ENDS
ENDS SEE SHEETS 2 & 3 HEAD
5" FOR CAPACITY SILL
A
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33 1/2" 33 3/8" 33 1/2"
D.L. OPG. D.L. OPG. D.L. OPG.
37 5/8' 37 5/8"
VENT WIDTH VENT WIDTH
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
PRODUCT REVISED
as complying with the Florida
Building Coda
NoA-No. 20-1202.06
Ex Iration Bate• 1/06/2023
By:
Miam ade Produa trol
LAMINATED GLASS
LARGE MISSILE IMPACT
No. 81223
Nov 1 C 2020®'.
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W03-75
1/8" ANN. GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
1/8" ANN. GLASS
SILICONE a
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GLASS TYPE 'A'
1/8" ANN. GLASS
.090" Interlayer
Trosifol PVB
By 'kuraray Americo, Inc.
1 /8" ANN. GLASS
SILICONE
F DOWSIL 795
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AT 1/4 POINTS ON LITES
WIDER THAN 36"
GLASS TYPE 'B'
3/16" ANN. GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
3/16" ANN. GLASS
SILICONE
F DOWSIL 795
m
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wAT 1/4 POINTS ON LITES
WIDER THAN 36"
GLASS TYPE 'C'
1/8" HEAT STREN'D. GLASS
090" Interlayer
—SentryGlas
By 'Kuraray America, Inc.'
r/8" HEAT STREN'D. GLASS
SILICONE
FDOWSIL 795 N
AT 1/4 POINTS ON UTES
WIDER THAN 35"
GLASS TYPE 'Al'
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
Iw FDOWSIL 795
AT 1/4 POINTS ON LITES
WIDER THAN 36"
GLASS TYPE 'B1'
5/32" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'kuraray America, Inc.'
1/8" HEAT STREN'D. CLASS
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WIDER THAN 36'
GLASS TYPE V
5/32" HEAT STREN'D. GLASS
090" Interlayer
—SentryGlas
By 'Kuraray America, Inc.'
1 /B" HEAT STREN'D. GLASS
SILICONE
1 FDOWSIL 795
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wAT 1/4 POINTS ON LITES
WIDER THAN 36"
GLASS TYPE 'E'
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GLASS TYPES SHOWN ON THIS SHEET.
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Ex Iration Date: 1/06/2023
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DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050
WINDOW DIMS.
WIDTH HEIGHT
A
STD. ANCHOR SPACING
ADDL. ANCHOR
SEE DETAILS BELOW ORMEXT(+) LOAD?IMITATIONS
(IS LL�3' )'k'k
(SILL 3•& 4)'k'k
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'At'
GLASS TYPE 'B1'
GLASS TYPE 'C'
GLASS TYPE 'D'
GLASS TYPE 'Al'
GLASS TYPE 'BI'
GLASS TYPE 'D'
GLASS TYPE 'E'
GLASS TYPE 'AI'
GLASS TYPE 'BI'
GLASS TYPE 'D'
GLASS TYPE 'E'
EXT.(+)
INT.(-)
EXf.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
26-1/2'
3
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
37"
26"
4
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
53-1/8"
(3)
6
.70.0
80.0
70.0
90.0
70.0
80.0
8D.D
90.0
-
-
74'
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
26-1/2"
3
70.0
80.0
70.0
90.0
70.0
00.0
50.0
90.0
-
-
37'
38-3/8".
4
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
53-1/8"
(3)
6
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
74"
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0 1
90.0
-
-
26-1/2"
3
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
37"
50-5/8"
4
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
53-1/8"
(4)
6
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
74"
8
-
-
70.0
90.0
70.0
80.0
80.0
90.0
-
-
26-1/2'
3
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
37"
63'
4
58.9
67.3
70.0
90.0
70.0
80.0
80.0
90.0
-
-
53-1/8"
(5)
6
42.6
48.7
70.0
86.6
70.0
80.0
80.0
90.0
-
-
74,
8
-
-
-
_
-
-
75.3
75.3
80.0
90.0
24'
3
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
36"
4
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
48"
24^
6
70.0
80.0
70.0
90.0
70.0
80.0
00.0
90.0
-
-
60'
z
6
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
72.
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
24"
3
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
36"
4
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
pg^
36"
6
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
60"
(3)
6
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
72"
8
70.0
80.0
70.0
90.0
70.0
80.0
00.0
90.0
-
-
2p"
3
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
36"
4
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
48"
48"
6
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
60"
(4)
6
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
72"
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
24"
3
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
36"
4
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
48.
60"
6
54.2
61.9
70.0
90.0
70.0
80.0
80.0
90.0
-
-
60"
(5)
6
45.1
51.5
70.0
87.3
70.0
80.0
80.0
90.0
-
-
72"
8
-
-1
70.0
78.7
70.0
78.7
80.0
82.7
80.0
90.0
A = NO. OF ANCHORS F'LN HLAU & DILL
() = NO. OF ANCHORS PE
n
N
•1
STD. SILL WITHOUT RISER STD. SILL WITH RISER
..�. _ 1-1 i nene m a� 1 oce I IMIT EXT.(+) LOADS TO 70.0 PSF
SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS
HI -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER
LIMIT EXT.(+) LOADS TO 67.5 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF
5 6.7 L7E
5n7o
STD, MTG. HAILS STD, MTG, RAILS
S-2000 S-2050
N6A N70
5
W
EAALTERNATETO 6A & 6A.1 5.
H.D. MTG. RAILS H D MTG. RAILS
S-2000 S-2050
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
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PRODUCT REVISED - No. 3
as complying with the Florida
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NOA-No. 20-1202.06 TE0% 1 C �2
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drawing no.
W03-75
DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050
WINDOW DIMS.
WIDTH HEIGHT
A
STD. ANCHOR SPACING
ADDL ANCHOR
STD. MTG. RAIL (FRAME SILL -1. 2. 3 & 4)
SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS
H.D. MTG. RAIL
(SILL '3 & 4)*
H.D. MTG. RAIL
(SILL '3 & 4)*
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'Al'
GLASS TYPE 'Bl'
GLASS TYPE 'C'
GLASS TYPE 'D'
GLASS TYPE 'Al'
GLASS TYPE 'B1'
GLASS TYPE 'D'
GLASS TYPE 'E'
GLASS TYPE 'Al'
GLASS TYPE 'BI'
GLASS TYPE 'D'
GLASS TYPE 'E'
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
106-1/4"
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
=
_
111"
12
_
_ 1
_
-
-
-
80.0
90.0
74"
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
106-1/4"
38-3/8"
12
70.0
MO
70.0
90.0
70.0
80.0
80.0
90.0
=
_
111"
(3)
12
-
-
-
-
-
-
80.0
90.0
74"
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
106-1/4"
50-5/8"
12
70.0
80.0
70.0
90.0
70.0
80.0
B0.0
90.0
-
-
i l 1.
(4)
12
-
-
-
-
-
-
80.0
90.0
-
-
74"
9
45.4
51.9
70.0
90.0
70.0
80.0
80.0
90.0
-
-
106-7/4"
63"
12
-
-
-
-
-
-
77.1
77.1
80.0
90.0
111"
(5)
12
-
-
-
-
-
-
75.3
1 75.3
80.0
90.0
72'
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
84"
24"
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
96"
(2)
9
70.0
80.0
1 70.0
90.0
70.0
80.0
80.0
90.0
-
-
108"
12
70.0
80.0
1 70.0
90.0
70.0
80.0
80.0
90.0
-
-
72"
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
84"
36"
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
96"
(3)
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
108"
12
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
-
-
72"
9
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0K80.
84"
40"
9
70.0
80.0
70.0
90.0
70.0
80.0
BO.o
90.096"
(4)
9
70.0
80.0
70.0
900
700
80.0
80.0
90.0108"
12
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.072"
9
54.2
70.0
90.0
70.0
80.084"
60"
9
47.6
70.0
90.0
70.0
80.096"
(5)
9
-
�-L
70.0
83.9
70.0
80.0
80.0
88.2
90.0
708"
12
-
70.0
78.7
70.0
78.7
80.0
82.7
B0.0
90.0
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
(i/3W)
(1/3W)
(1/3W)
#*
SEE DETAILS BELOW
FOR EXT(+) LOAD LIMITATIONS
PRODUCT REVISED
as complying with the Florida
Building Code
NoA-No. 20-1202.06
Ex irotion Date• 1/06/2023
By OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
Miam&ade ProducrCo trol
STD. SILL WITHOUT RISER STD. SILL WITH RISER HI -RISE SILL WITHOUT RISER 1-11-1- -L niln nIcn
LIMIT EXT.(+) LOADS TO 53.3 PSF LIMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 66.7 PSF LIMIT EXT.(+) LOADS TO 80.0 PSF
DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050
STD. ANCHOR SPACING
WINDOW DIMS.
WIDTH HEIGHT
A
STD. MTG. RAIL (FRAME SILL '1. 2, 3 & 4)
SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS
H.D. MTG. RAIL*
(SILL '3 & 4)
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'Al'
GLASS TYPE 'BI'
GLASS TYPE 'C'
GLASS TYPE 'D'GLASS
GLASS TYPE 'Al'
GLASS TYPE 'BI'
GLASS TYPE 'D'
TYPE $'
EXT.(+)
INT.(-)
EXT.(+) I
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1/4"
111"
26"
(3)
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
11
70.0
80.0
70.0
90.0
70.0
B0.0
80.0
90.0
72
90.0
74"
106-1/4"
111°
38-3/8"
(3)
B
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
11
-
-
70.0
90.0
70.0
80.0
80.0
90.0
12
-
_
_
-
-
-
80.0
90.0
74"
50 -4) 8"
8
-
_
70.0
90.0
70.0
80.0
80.0
90.0
74"
63"
(5)
8
-
-
-
-
-
-
80.0
90.0
72"
84"
96•
108"
24"
(2)
8
70.0
80.0
70.0
9D.0
70.0
80.0
80.0
90.0
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
9
70.0
00.0
70.0
90.0
70.0
80.0
80.0
90.0
11
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
72.
84"
96.
108"
36"
(3)
8
70.0
BOO
70.0
90.0
70.0
80.0
80.0
90.0
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
9
70.0
80.0
70.0
90.0
70.0
80.0
B0.0
90.0
11
-
-
70.0
90.0
70.0
80.0
80.0
90.0
72•
84'
96"
(4)
8
70.0
80.0
70.0
90.0
70.0
80.0
80.0
90.0
8
-
-
70.0
90.0
70.0
80.0
80.0
90.0
9
-
-
-
-
-
-
80.0
90.0
72"
60" (5)
8
-
-
70.0
9D.0
70.0
80.0
80.0
90.0
A = N0. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
E/4W)(I (1/4W')
6 6.
5
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
tro Tr- RAI cry..(' RAM
S-2000 s-zos0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
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IMULLION & MULLION ANCHORS I
I SEE SEPARATE NOA �I
1 II
I I EDGE DIST. I I
II
In�III I I I
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TYPICAL ANCHORS II LTYPICAL ANCHORS
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SEE ELEV.
FOR SPACING
W
WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS'
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to^
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Z�
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
i N
<
1/4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI)
Q 2 ? n
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
IL
O p ` 0
m
0IL
0
0
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
w
THRU 1BY BUCKS INTO CONC. OR BLOCKS
Ix
m
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
V
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
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O'CdN o
DIRECTLY INTO CONCRETE OR BLOCKS
O
O
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
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INTO MIAMI-DADE COUNTY APPROVED MULLIONS
.�pmQ�
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c
m
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
3
c�
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TYPICAL EDGE DISTANCE
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N
n
INTO WOOD STRUCTURE = 1" MIN.
o
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m
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
?i r-
CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN..
,n
O
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0
Z 3 _;
0
3zU-o
SEALANTS:
N
vn u0T a
W M
FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL
N
SEALED WITH WHITE/ALUMINUM COLORED SILICONE.—�
WEEPHOLES:
W1 = 1-13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END
g
0! E
WITH PLASTIC BAFFLE
W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" .FROM EACH END
o
o 0
0
PRODUCT REVISED
Florida
u
y
S
as complying with the
Building Code
NOA-No. 20-1202.06
J x4� rn 000Ex iration Date• 1/06/2023SERIES-2
SERIES — By.
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W03-75
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27
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ALT.
x
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ANCHORS
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Fr----7777
- ----------i�
IMIAMI-DADS COUNTY APPROVED II
IMULLION & MULLION ANCHORS 1
I ISEE SEPARATE NOA
I EDGE DIST. I
II
II,_ __________JI
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
ITEM
PART $
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMAM
1
ES1003
1
FRAME HEAD
6063-T6
-
2
ES2001
1
STD. FRAME SILL
6063-T6
-
2A
ES2012
1
HI -RISE FRAME SILL
6063-T6
-
3
ES2003
1
FRAME JAMB
6063-T6
-
5
ES1005
1/ VENT
FIXED RAIL (S-2000)
6063-T6
-
5.1
ES1051
1/ VENT
FIXED RAIL (S-2050)
6063-T6
-
6
ES1004
1/ VENT
STD. VENT MEETING RAIL (S-2000)
6063-T6
-
6A
ES2004
1/ VENT
H.D. VENT MEETING RAIL (S-2000)
6063-T6
-
6.1
ES1052
1/ VENT
STD. VENT MEETING RAIL (S-2050)
6063-T6
-
6A.1
ES1053
1/ VENT
H.D. VENT MEETING RAIL (S-2050)
6063-T6
-
6B
ES-2004A
1/ VENT
H.D. VENT MEETING RAIL (S-2050)
6063-T6
ALTERNATE TO 6A
68.1
ES-1053A
1/ VENT
H.O. VENT MEETING RAIL (S-2050)
6063-T6
ALTERNATE TO 6A.1
7
ES1007
2/ VENT
TOP AND BOTTOM RAIL
6063-T5
-
8
ES1006
1/ VENT
JAMB STILE
6063-T5
-
9
ES1008
AS READ.
GLAZING BEAD
6063-T5
-
9A
ES1103
AS READ.
SQUARE GLAZING BEAD (5/16" GLASS)
6063-T5
-
9B
ES1017
AS READ.
SQUARE GLAZING BEAD (7/16GLASS)
6063-T5
-
10
ES2002
1
SILL TRACK INSERT
6063-T5
-
11
ES2011
AS READ.
STD. SILL RISER
6063-T5
-
12
ES1009
2/ VENT
SPRING LOADED VENT LATCH
6063-T6
AT 8" FROM ENDS
12A
SL203
2/ VENT
SWEEP LATCH
ZAMAK
AT 11' FROM ENDS, BY INTERLOCK
128
H8 X 1"
2/ LATCH
LATCH INSTALLATION SCREWS
GRADE 2 CRS
FH SMS
13
ES1012
1/ LATCH
VENT LATCH SPRING
ST. STEEL
-
14
C19251N
AS READ.
FOAM FILLED FABRIC W'STRIPPING
-
SCHLEGEL
15
#8 X 1-
AS REQD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
16
#8 X 3-
2/ VENT
FIX. RAIL SILL SCREWS (STD. SILL END)
CRS
P.H. SMS
16A
#10 X 4"
2/ VENT
FIX. RAIL SILL SCREWS (HI -RISE SILL END)
CRS
P.H. SMS
17
W23211NG
AS READ.
VENT & FIX. RAIL W'STRIPPING
-
ULTRAFAB
18
W2329ING
AS REQD.
FRAME JAMB W'STRIPPING
-
ULTRAFAB
19
WPHL-100
2
BAFFLE. AT 3' FROM EACH END
-
M & M PLASTICS
20
#6 X 1/2'
2/ BAFFLE
BAFFLE SCREW
-
F.H. SMS
21
ES1010
AS REQD.
GLAZING WEDGE
SOFT PVC
DUROMETER 70 SHORE 'A'
21.1
ES4013
AS REQD.
GLAZING WEDGE
SOFT PVC
DUROMETER 70 SHORE 'A'
21A
27-425
AS REQD.
GLAZING GASKET
EPDM
DUROMETER 60 SHORE 'A'
22
ES2007
4/ VENT
ROLLER HOUSING & GUIDE
PLASTIC
-
23
ES2006
2/ VENT
ROLLER
BRASS/ST. ST.
-
24
ES2005
2/ VENT
ROLLER PIN
ST. STEEL
-
25
-
1/ WEEP
OPEN CELL FOAM PAD
-
1' X 3/4" X 1" LONG
26
-
1/ VENT
5/16- BOX SCREEN
-
OPTIONAL
27
ES1505
-
FLU SH FRAME ADAPTER
6063-T5
OPTIONAL
28
27-372
2/ LffE
SERINN BLOCK, 7/16- X 3/16- X 3-1/2- LONG
EPOM
DUROMETER 75±5 SHORE A
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1202.06
E Irotion Date: 1/06/2023 No'] I C. ZJ211'
Y.
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NOA-No. 20-1202.06
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XOX LAYOUT
a Irotion Date• 1/0612023
N
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escri ion0 f stale: �2' 0 1' NO CHANGE TH5 SHED E.SWINDOWS, LLC
C4 ' NO CHANGE TH6 SNEET 3550 N.W.49 STREET
1y: TARIO UPDATED TO 2017 FB0MIAMI, FL. 33142
chk. by: UPDATED TO 2020 FBC TEL. (305) 638-5151 FAX. (305) 638-5158
AL-FAROOQ CORPORATION a
ENGINEERS & PRODUCT DEVELOPMENT r
9360 SUNSET DRIVE, SUITE 220 T
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL. (305) 264-9100 FAX. (305) 262-6978