HomeMy WebLinkAboutNOA HORIZONTAL SLIDING WINDOW RECEIVED
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M IAM I-DADE St.Lucie County MIAMI-DADE COUNTY
o ,.. ,= Permitting PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) w-,NNv.miamidade.gov/building
E.S.Windows,LLC REVIEWED FOH
3550 NW 49" Street
Miami,FL 33142 CODE COMPLIANCE
SCOPE: ST. L,UCIE COUNTY
This NOA is being issued under the applicable rules and regulations govern*PiMami-Rde
of construction
materials. The documentation submitted has been reviewed and accepted by 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
QM1I•DADE COUNTY Expiration Date: November 06,2023
Approval Date: February 04,2021
T1127121 Page 1
IL - _ COY
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. 094008.06)
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.E.
Product Control Exa r
NOA No.20-1 02.06
Expiration Date: November 06, 3
Approval Date: February 04,2021
E-1
I
E.S. Windows, LLC
NOTICE OF ACC UBMITTED,
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 611
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 511 Edition (2014),with FBC 611
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.E.
Product Control Exa
NOA No.20-1 02.06
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 Peree12.O
Product Control Exa
NC No.20-1
Expiration Date: November 06
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 611
Edition (2017) dated 09/22/17 and updated on 07/24/20 to comply with,FBC 7"
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 61h Edition (2017),with FBC 7th
Edition (2020),and of no financial interest,dated October 26,2020,issued by Al-Farooq
Corporation,signed and sealed by Jalal 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
NOA No.20-1 02.06
Expiration Date: November 06, 3
Approval Date: February 04,2021
E-4
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WINDOW WIDTH M
10" o
3
Mom' ADDL.ANCHOR MAX. h m
STILE AT STILE ENDS 0_FF y Z
ENDS SEE SHEETS 2& 3 D 2 n
6- HEA5" FOR CAPACITY SILL
CORNERS _� \ FALSE MUNTINS 6 v
A (SURFACE APPLIED) a IN O�-in
-`�I MAY BE USED 0 I w
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3 m W N
33 1/2' 33 3/8"
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. e 0 a
SHUTTERS ARE NOT REQUIRED. D.L. oPc. D.L. oPc. D.L. oPG. z w�
37 5/8 37 5/8" ? U)N N�
VENT WIDTH VENT WIDTH
N
TYPICAL ELEVATION Z 3 J
SERIES-2000/2050 ALUM HORIZ. SLIDING WINDOW 8 3 z o
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 1/j 0 5•n;
CHARTS SHOWN ON SHEETS 2 & 3. N lal M
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 0
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 PRODUCT REVISED B LL
APPLY TO ENTIRE SYSTEM. as complying with the Florida g
Building Code o a o 0 0
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE NOA-No. 20-1202.06 c
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA Ex Iration Date: 1/06/2023 p ON
a o
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
By.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS Miamr-pade Produet-Co trot
TO THE BUILDING STRUCTURE. o h-
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LAMINATED GLASS 0 O t2
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE LARGE MISSILE IMPACT
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. c" x
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ``�111111I11j//7j
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT `���; 'LICENSE'•'��� e
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE o
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. No.B9223
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION - �T •' -
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY NOV1 202n ,•% `
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FORtl ® �y� drawing no
WATER INFILTRATION RESISTANCE ETC. %�
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, •'J4011%OP.•'���� W03-75
AND TO BE REVIEWED BY BUILDING OFFICIAL. �i$'yQ• @�
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'.
1/8"ANN. GLASS 1/8- HEAT STREN'D. GLASS U 'L
.090"Interlayer .090"Interlayer SILICONE SILICONE
SentryGlas SentryGlas a OOWSIL 795/983 � DOWSIL 795/983 0
By 'Kuraray America, Inc.' By �Kuraroy America, Inc.' � m j
1/8"ANN. GLASS 1/8" HEAT STREN'D. GLASS ? N N 0 m
w n n a
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AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES G IL 04
WIDER THAN 36" WIDER THAN 36" C o t e y
0 5/16" LAM. GLASS 7/16" LAM. GLASS ¢i o n
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w AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES ALT. GLAZING OPTIONS pp
WIDER THAN 36" WIDER THAN 36" Z rma Q
GLASS TYPE 'A' GLASS TYPE 'Al' SQUARE GLAZING STOP CAN BE USED WITH ALL Q w m 2
GLASS TYPES SHOWN ON THIS SHEET. 0
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1/8"ANN. GLASS 1/8" HEAT STREN'D. GLASS J n
.090" Interlayer .090" Interlayer m
Trosifol PVB Trosifol PVB
By 'kuraray America, Inc.' Bykuraray America, Inc.'
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1/a"ANN. GV+SS 1/8" HEAT STREN'D. CLASS 'n
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SILICONE SILICONE —1 L
DOWSIL 795 F DOWSIL 795 = J
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AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES
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GLASS TYPE 'B' GLASS TYPE 'B1' =4
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3/16"ANN. GLASS 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS 33 ol
.090" Interlayer 090" Interlayer .090" Interlayer PRODUCT REVISED cei U w<i
Sent Glas Trosifol PVB SentryGlas as complying with the Florida w i o
rY Building Code
ByKuraray America, Inc.' By 'kuraray America, Inc.' By 'Kuraray America, Inc.' o
3/16"ANN. GLASS 1/6"HEAT STREN'D. GLASS 1/B" HEAT STREN'D. GLASS NOA-No. 20-1202.06
Ex Iration Date: V06/2023
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SILICONE a SILICONE SILICONE c n
w DOWSIL 795 DOWSIL 795 C DOWSIL 795 9y. U T o o
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25 28 28 ® •• �� drawing no.
AT 1/4 POINTS ON LITES
AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES �i •' �ORID,.•'•� � NI03-75
WIDERGLASS 36" WIDER
'C' wIDE GLASS 36" WIDER
V wIDE GLASS 6TYPE 'E' ///�glolyl
DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 U rn
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STD. ANCHOR SPACING ADDL. ANCHOR #*
I
STD. MTG. RAIL(FRAME SILL •1. 2• 3 & 4) H.D. MTG. RAIL N.D. MTG. RAIL SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS 3
SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS (SILL •3 & 4)*'k (SILL•3 & 4)'k'k Z y w i
GLASS TYPE 'Al' GLASS TYPE'Al' n <
GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'HI' Q WE 2 N M
GLASS TYPE 'A' GLASS TYPE 'B1' GIASS TYPE 'D' GLASS TYPE 'D' 0. 5 w 0
GLASS TYPE 'D' O O�,0 0
WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'E' W N
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INL(-) EXT.(+) INT.(-) 6 6. a x
26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0OF LL
37" 26" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - ' 0=uNi
53-1/8" (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - O IIn 0
74' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 5 5• 0 a O 0 t.0,
26-1/2' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 0 d b 2 a
37' 38-3/8• 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - STD. MTG. RAILS STD. MTG. RAILS �' Z O n
53-1/8' (3) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - a W LL
5-2000 S-2050
74' 1 8 70.0 80.0 70.0 90.0 70.0 BO.O 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' O 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' e - 0. 70.0 90.0 70.0 80.0 80.0 90.0 - - U 2
26-1/2" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 6A 6A. �
37' 63" 4 58.9 67.3 70.0 90.0 70.0 80.0 80.0 90.0
n
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 n
24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 5 5.1 rn
J�J
36" 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - o J W
48' 24" 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - _ Of
r
60' 6 70.0 80.0 1 70.0 90.0 1 70.0 80.0 1 BO.O 90.0 - - ,f` c�; F�-1 3 N ui
72' 8 70.0 80.0 70.0 90.0 70.0 BD.O BO.O 90.0 - 0
24" 3 70.0 80.0 70.0 90.0 70.0 80.0 00.0 90.0 - - 6B B. r7 e
Is' 4 70.0 80.0 70.0 90.0 70.0 80.0 00.0 90.0
48" 33) 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 3 Z
ALTERNATE "
60' 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - TO 6A&6A.1 7rn N 0U'1 Q
72' 8 70.0 80.0 70.0 90.0 70.0 80.0 60.0 90.0 - - 5 w��
24' 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - O
36° 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - H.D. MTG, RAILS H.D. MTG. RAMS
46" 8" 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - S-2000 S-2050 �n
60° 6 70.0 80.0 70.0 90.0 70.0 1 80.0 00.0 90.0 -
a
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 BO.D 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" 6 45.1 51 S 70.0 87.3 70.0 80.0 B0.0 90.0 - - a n a
72' 8 - - 70.0 78.7 70.0 79.7 Bo.o 82.7 eo.o 90.o NOTE:
A = No. OF ANCHORS PER HEAD & SILL GLASS CAPACITIES ON THIS SHEET ARE N e
( ) = NO. OF ANCHORS PER JAMB BASED ON ASTM E1300-09 (3 SEC. GUSTS) c d N
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 ` o
c
\\1111111111/// C�
m n n n t
n a N PRODUCT REVISED =
a as complying with the Florida - No. 3 -•1 02 •3 •4 Building Code =_ = -
is
NOA-No. 20-1202.06 . C. 202i --0
Ex irotian Dato• 1/06/2023 1 ��® O .��` drawing no.
ey: yati %,`��;•.Fcolro,.•��®�,` W03-75
SILL
LIMIT WITHOUT
RISER
) LOADS TO53.3 PSF MD I LL T EXT.(+l) LOADSITH RTO 70.0 PSF LIMITSE SILL WITHOUT EXT.(+) LOADS TO RISER
67 5 PSF LIMITHI-RISE
DR.(+)ILOADSITH RISER
Mla
50.0 PSF m,pads Produet'Co trot
'7/7�/I I�� \\\ sheet Z of 9
DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 �u N
STD. ANCHOR SPACING ADDL. ANCHOR #* STD. ANCHOR SPACING I
SEE DETAILS BELOW STD. MTG. RAIL (FRAME SILL •1, 2, 3 & 4) H.D.MTG. RAIL
STD. MTG. BAIL (FRAME SILL •1, 2, IT & 4) H.D. MTG, RAIL H.D. MTG.RAIL FOR EXT(+) LOAD LIMITATIONS �k
SEE DETAILS BELOW FOR EXT(+) LOAD LIMITATIONS (SILL'3 & 4)* (SILL •3 & 4)* SEE DETAILS BELOW FOR EXT(+)LOAD LIMITATIONS (SILL '3 & 4) Z
GLASS TYPE 'Al' GLASS TYPE 'Al' GLASS TYPE 'Al' z n a
GLASS TYPE 'Al' GLASS TYPE 'BC GLASS TYPE 'B1' GLASS TYPE'Al' GLASS TYPE 'B1' Q f H
GLASS TYPE 'A' CLASS TYPE 'BI' GLASS TYPE 'D' GLASS TYPE'D' GLASS TYPE 'A' GLASS TYPE 'B1' GLASS TYPE 'D' a 5 0-
GLASS TYPE 'D' GLASS TYPE 'D' IX O°.�..° b
WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'E' WINDOW DIMS. A GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' O N
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IN EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXi.(+) IM.(-) EXT.(+) "INT.(-) EXT.(+) INi.(-) E7(T.(+) INT.(-) 0. W •2
74" 9 711.0 80.D 70.0 90.0 70.0 80.0 80.0 90.0 - - 74" 26" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 0•O? LL
106-1/4" �3) 12 70.0 80.0 70.0 90.0 70.0 BO.0 80.0 90.0 - - 106-1/4" (3) 11 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 v G j M
111" 12 - - - - - - 80.0 90.0 - - 111" 12 - - - -
74" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74" 38-3/e" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 O a Q Q g
106-1/4. 38(j 8" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 106-1/4" (3) 11 - - 70.0 90.0 70.0 80.0 80.0 90.0 O 4
111' 12 - - - - - - 80.0 90.0 - - ill" 12 - - - - - - 80.0 90.0 Q W=LL N
74" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 74" 50-5/8" 8 _ - 70.0 90.0 70.0 80.0 80.0 90.0 IL Z
106-1/4" 50-5/8" 12 70.0 80.0 70.0 90.0 70.0 80.0 Sao 90.0 - - (4) J 0 ID Q j
111" (4) 12 - - - - - - 80.0 90.0 - - 74" 63" 8 _ _ _ _ _ - 80.0 90.0 Q mm Mm f
74" 9 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 - - (5) O
106-1/4" 63" 12 - - - - - - 77.1 77.1 80.0 90.0 72' 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0
111" (5) 12 - - - - - - 75.3 75.3 80.0 90.0 84" 24" 8 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 90.0 - - 96" (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 BO.0 90.0 v
3 m
84" 24" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 1OB" 11 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 3
96" (2) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" B 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 z
108" 12 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 84" 36" 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 N n
72" 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 V
84" 36" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 108" 11 - - 70.0 90.0 70.0 BD.O 80.0 90.0 J W
96" (3) 9 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 s 0'.
108" 12 70.0 80.o 70.0 90.0 70.0 BO.0 50.0 90.0 - - 84" 44) 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 i2 �V)- in
72" 9 70.0 60.0 70.0 90.0 70.0 80.0 BOX 90.0 - - 96" (4) 9 - - - - - - 80.0 90.0 � �-to
84" 48" 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - 72" 60"(5) 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 "a O IM
96" (4) 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - \ Z J
A = NO. OF ANCHORS PER HEAD & SILL
108" 112 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 - - = NO. OF ANCHORS PER JAMBo
72" 54.2 61.9 70.0 90.0 70.0 80.0 80.0 90.0 - - (1/4W) (1/2W) (1/4W) i3 VI N84" 47.6 54.4 70.0 90.0 70.0 50.0 80.0 90.0j. M96" - - 70.0 83.9 70.0 80.0 80.0 88.2 80.0 90.0108" - - 70.0 78.7 70.0 18.7 80.0 82.7 80.0 90.0
A - N0. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB 5 5. L,L
0/3w) (1/3w) (1/3w) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
PRODUCT REVISED STD. MTG. RAILS sTD MTG RAi15 o a o 0 0
as Complying with the Florida S-2000 s-2oso - o
Building Code u w
NOA-No. 20-1202.06 a S a
E irotton Oate: 1/06/2023 _ _
NOTE:
Byl GGILG OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE < r
Miamfpado Produet'Co trol 6A w. BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
6
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LIMIT EXT.(+) LOADS TO 53.3 PSF OMIT EXT.(+) LOADS TO 70.0 PSF LIMIT EXT.(+) LOADS TO 66.7 PSF OMIT EXT.(+) LOADS TO 80.0 PSF _ _
V w
METAL WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' 4ft �
TYPICAL ANCHORS STRUCTURE
SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I
1BY AND TRANSFER THEM TO THE BUILDING STRUCTURE. '� 3
7Lj
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----------"---�i TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 n w a
EDGE D&$ a 11MIAMI-DADE COUNTY APPROVED II f"W m a
I(MULLION & MULLION ANCHORS 1I 1/4" DIA. ULTRACONt BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) Q f ?a
I SEE SEPARATE NOA 1 IL o
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1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 b H n
O 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a e
17 M
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1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0
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9 p D 7MIC�
L ANCHORS TYPICAL ANCHORS 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) LL?p
LEV. SEE ELEV.PACING FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS Q w
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O
II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) d n
III III STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) c m
II (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 e
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TYPICAL EDGE DISTANCE
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INTO WOOD STRUCTURE = 1" MIN. J
S J If
= u O i INTO METAL STRUCTURE = 3/4" MIN.
w o i WOOD AT HEAD, SILL OR JAMBS SG 0.56 MIN. 3
_ W z CONCRETE AT HEAD, SILL OR JAMBS Ye = 3000 PSI MIN. 0O r M M
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ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS �U w
TYPICAL ANCHORS
SEE ELLlS. FOR SPACING 1 E51003 1 FRAME HEAD 6063-T6 -
F-____________ ____ 2 ES2001 1 STD. FRAME SILL 6063-T6 - O
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�11 ULLION & MULLION ANCHORS 11 Q
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n ^ 11 5.1 ES1051 1/VENT FIXED RAIL(S-2050) 6063-T6 - O O`o 0
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6A ES2004 1/VENT H.D. VENT MEETING RAIL(S-2000) 6063-T6 - O Fw-
6.1 ES1052 1/VENT STD.VENT MEETING RAIL(S-2050) 6063-TB - C U N r
6A7 ES1053 1/VENT H.D.VENT MEETING RAIL(S-2050) 6063-T6 - V p ui
A 27 \N 27 68 ES-2004A 1/VENT H.D.VENT MEETING RAIL(S-2050) 6063-T6 ALTERNATE TO 6A C t7
6B.1 ES-1053A 1/VENT H.D.VENT MEETING RAIL(S-2050) 6063-T6 ALTERNATE TO 6A.1 Q&o c .+
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9 ES1008 AS REOD. GLAZING BEAD 6063-T5
9A ES1103 AS REOD. SQUARE GLAZING BEAD (5/16•GLASS) 6063-T5 - a W
98 ES1017 AS REOD. SQUARE GLAZING BEAD (7/16" GLASS) 6063-T5 - C
10 ES2002 1 SILL TRACK INSERT 6063-T5 -
11 ES2011 AS REOD. STD. SILL RISER 6063-T5 -
12 ES1009 2/VENT SPRING LOADED VENT LATCH 6063-T6 AT 8"FROM.ENDS 3
12A SL203 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS, BY INTERLOCK 3
128 N8 X i" 2/ LATCH LATCH INSTALLATION SCREWS GRADE 2 CRS FH SMS z
0
13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL - N
14 C1B251N AS READ. FOAM FILLED FABRIC W'STRIPPING - SCHLEGEL 0
15 k8 X 1- AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS
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16 #8 X 3" 2/VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS � Of
16A #10 X 4" 2/VENT FIX. RAIL SILL SCREWS (HI-RISE SILL END) CRS P.H. SMS 3
17 W2321ING AS REOD. VENT&FIX. RAIL W'STRIPPING - ULTRAFAB 0•t raj Im
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19 WPHL-100 2 BAFFLE,AT 3" FROM EACH END _ - M & M PLASTICS $ 3 Z
20 x6 X 1/2" 2/BAFFLE BAFFLE SCREW - F.H. SMS ti O
21 ES1010 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE 'A' 3 Lyj M< r
21.1 ES4013 AS READ. GLAZING WEDGE SOFT PVC DUROMETER 70 SHORE
21A 27-425 AS REOD. 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 - o
25 - 1/WEEP OPEN CELL FOAM PAD - 1" X 3/4" X 1" LONG c N 1.
-
26 - 1/VENT 5/16"BOX SCREEN - OPTIONAL °a o 0
27 ES1505 - FLUSH FRAME ADAPTER 6063-T5 OPTIONAL n
28 27-372 2/ LITE SETTING BLOCK, 7/16"X 3/16" X 3-1/2" LONG EPOM DUROMETER 75t5 SHORE A d¢n
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O f Sdaescrl ionl • • NO CHANGE 7M5 SHEEP E.S. WINDOWS, LLC ENGINEERS B.PRODUCT DEVELOPMENT
W 9360 SUNSET DRIVE,SUITE 220
,c NO CHANGE THIS SHEET 3550 N.W. 49 STREETO dr,by: TAaID UPDATED TO 2017 FBc MU\MI,FLORIDA 33173 (C.A.N. 353UPDATED
TO Z020 FBC MIAMI, FL. 33142 TEL(30�2648100 FA%.(306)282b97B
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