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SCANNED
BY
St. Lucie County
MIAM
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PA-03
MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
w .rrismidade.eov/eeonomv
3550 NW 49a' Street
Miami, FL 33142
SCOPE:
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 q ntrol
Section that this product or material fails to meet the requirements of the applicable building co
This product is approved as described herein, and has been designed to comply with the F ol�tt g
Code, including the High Velocity Hurricane Zone. 1S, p. �,
APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions" o 9
of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corpor led
by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal ce of
Acceptance number and expiration date by the Miami -Dade County Product Control tjp _ p�
-- K> K/ r
MISSILE IMPACT RATING LarEe an _Smarm 11� ile ImpactResistan,
LABELING: Each unit shall bear a permanent label with the manufacturer's name o)V Barranquilla,
Colombia, model/series, and following statement: "Miami -Dade County Product Co) 440pproved", unless O
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 renews NOA No. 18-0205.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI-DADE COUNTY
Y5;1.lgjq
t
f.$A. A'4iF: 9QQ z.
Expiration Date Septem r , 2P2t
Approva $ c'tr-SViay0,L419
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. 04-0712.01)
2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9,
dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No.18-0205.05)
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, Type "D-A" fixed window, Grade 10, Level LV
1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA
1304-02 and per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of windows mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated
05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and
sealed by Joseph Chan, P.E.
(Submitted under NOA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61"
Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.18-0205.05)
2. Glazing complies with ASTM E1300-09
D.
E.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1. None.
E-1
Mandel SO
P.E.
Product Contro mer
NIA No.IS 10
Expiration Date: September 16, 2024
Approval Date: May 30, 2019
c
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,[com plgxng ; ter, ±$ 6" Eslxt 4n 20 . and of no
financial interest, dated January 11' I'-MgYM`8issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.18-0205.05)
2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03;
FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all issued by Fenestration
Testing Laboratory, Inc. and all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 04-0712.01)
G. OTHERS
1. Notice of Acceptance No.14-0731.06, issued to ES Windows, LLC for their Extruded
Aluminum Tube Mullion — L.M.I., approved on 09/16/14 and expiring on 09/16/19.
E-2
q
Manuel PerA P.E.
Product Control F&aAiner
NOA No.19-0405.10
Expiration Date: September 16, 2024
Approval Date: May 30, 2019
C � �
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. None
B. TESTS
1. None
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS
1._ Statement letter verifying conformance to FBC 6" Edition (2017), issued by Al-
Farooq Corporation, dated March 28, 2019, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No.18-0205.05, issued to ES Windows, LLC for their Clipped,
Extruded Aluminum Tube Mullion -L.M.I., approved on 03/08/18 and expiring on
09/16/19.
E-3
Manuel P e P.E.
Product Control Exa finer
NOA No. 1 - 405.10
Expiration Date: September 16, 2024
Approval Date: May 30, 2019
MUWON SYSTEM IS RATED FOR URGE MISSILE IMPACT.
AND CAN BE USED V ALL MUM-DADE COUNTY APPROVED
IMPACT AND NON-MPACT RESISG PRODUCTS.
NOTES;
THIS PRODUCT HAS BEEN DESIGNED AND =ED TO COMPLY WRH THE
REQUIREMDNTS OF THE 2017 (fiM MPON) FORM BUILDING CODE
MCIUDMC LOCH VELOCITY HURRIOWE LONE OAAM.
ALL GLAZING PFIODUM USED MH1 THESE WLWNS MUST MEET THE
APPIJCABLE BURRING CODE REOWREMENTS I.E WIND LOAD, WATER
INFIL MTON, FORCED FNIRY RESISTANCE SAFEGUARDS ETC.
1BY OR 29Y MOD BUCKS k BUCK FASTENERS BY OTTERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO T NSFER APPUED PRODUCT MADS
TO THE BUIIDING STRUMURE.
ANCHORS SH BE CORROSION RE95MM, SPACED AS SHOWN ON DETABS
AND INSTALLED PER A rs 05TRUCTONS. SPEMED EMBEDM TO BASE
MTERML SHALL BE BEYOND WALL DRESSING OR SNCCO.
A LOAD DURATON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
P11 STUNS TO BE HIGH MPA ,, NON-NETA AND NON -COMPRESSIBLE
MATFTdALS INCLUgNG BUT NOT ULY ED M STEL/MEML WRENS. THAT
COU£ INTO CONTACT WTIH OTHER OWWlM UATERMLS SHAH MEET THE
ISONREMENR OF US W17 FLORIDA BLOC CODE k ADOPTED STANDARDS.
THIS PRODUCT PPROVAL IS GENERIC AND DOES NOT PRONOE INFORMATON
MR A SETS SPECIRC PROJETT, Le. UFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUC URE RECEMNG THIS PRODUCT AND SMNG AROUND OPENING MA
WATER INRLTMTION RESSTANCE M.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANN.YZED SEPAMTELY,
AND TO BE RENEYIFD BY MONO OFFKT+L
AND GRAPHS a F0110M.
STEP 1 OflERIRIE DESIGN TOM RDINRED PER ASCC T
FOR PMIICOIAR OPENING.
STEP 2 USE MMD-MDE COURIY APPR C Q PROOUCIB
MEETING MINE LOAD RFOUIREMENR.
vSTEP g USE COMMMN TO W WON AS PER PRODUCT
APPROVAL
USNO CNARIS ON SHEET O SELECT MULLION SIZE WITH
aSTEP l DESIGN RMO MORE THAN DESIGN UXAD SPIOMED
w STP1Mm.
USNO ANCHOR WES ON SHECIS S TH3U 9 AND ANCHOR CHATS
,STEP ON SHEET A, SELECT ANCHOR TYPE WITH DESIGN MTMG
MORE TWN THE DESIGN 'IDMS SPECKED IN STEP I am
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CUSTOM MULLION
STD. MULLION
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31.9
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39.6
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150.0
150.1)
150.0
150.0
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101.6
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60'
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ALL LOADS ARE
NOTE,
MUWONS RATED IN THESE CHARTS MAY BE ORIENTEDuu
OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
EXT.(+)/INT.(-).
,TlZXi0.'dM1'6'z
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ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4'. 5' AND 6' TUBE MULLIONS.
ANCHORS TYPE 'A', 'B', 'C'� 'F' AND V APPLICABLE
TO ALL TUBE MULLIONS.
MULLIONS
WIDTH (w) w1 4 w2 20DuaD ISW
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20.8
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323
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44.1
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101E
-
MI
ALL LOADS ARE EXT.(+)/INT.(-).
NOTE,
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
ANCHORS T1'PE V AND 'E' APPLICABLE TO
6' TUBE MUWONS
WA= - P89
1N09M9 T
M.
58.1
39.7
79.3
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26.4
52A
36.1
MI
W.9
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48.4
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66.1
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150.0
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57.5
115.0
78.6
1580
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101.6
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135.8
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30.1
412
814
565
1125
131.0
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363
724
49.6
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310
63.5
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462
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TOALLTUBE MULLIONS.C', 'F' AND 'G' APPLICABLE ANCHORS
2
a
26-1/I' 4 0 920 619 125.7 10A 272 54.3
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0• 120' 25.4 WB N.] BOA WA - WA
54• 226 452 30.8 61.7 71A - 26.7
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66' 389 = WS 588 21A
)2' 319 25.1 45.3 5J.9 20.0
ID-1/8• BSA 115.9 792 150.0 IWA 312 66.4
28-1/2'. 41A B17 W.1 1142 Ing 24.7 49.4
W' JBA ]39 W5 1W9 It)S 21A 418
1. 30.0 59.9 409 B1.0 953 - 35.4
42' 26.4 us 36.1 721 83.9 - 312
0• 13r 23.1 182 315 ell 733 273
84• 20A 41.1 2BA 5%, M3 242
W' 369 2S2 W.5 M3 21.8
68' 33.6 22.9 0.9 53.4
1. MB 21.0 421 49.0 - -
19-1/e' W.1 10" 716 1452 10.0 31.4 62]
26-1/2' 3B3 >e.) 514 1045 1=0 MA 4"
0.7 05 925 10).) 20.0 Z0
3Y 2].5 5{.0 37.5 75.0 87.4 - JL4
4r 24.2 4 4 no MI 17.0 26.6
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66• - MA 21.0 421 49.0 -
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WiM AtlGll-RESIBFANEEDVD n =UEa
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♦ PER WP (U ON EACH WING) 1 PER ANGLE
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APPLICABLE FOR 4"• 5" AND 6" TUBE MULLIONS
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CONMETE - Ib - 3000 PSI MIN.ZI
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ALL CUPS AND ANGLES TO ER SHAD WIO MBE MXUO
WPS 0 ANGLES CONNECTED DIRECR.Y TO CONCRETE M BE PROIECIED '•'••i �;j ryn,n �� q/ �•. K '• ` dnwin9 IW.
I f H A-R6C% 1STW AN . SICK AS MMINOUS PANT OR BYp:eywt C.IC�' V M04-04
WISH -WHITE MEDU AR x VDOVER. M1j°� AA'tidY/p .•LSO?\
/IIII to\\1\\\ sheet 7 O1 9
IILIRALONS DY 'ELCD'
ULIMLYWS MAY BE MIX OR MT HEAD
SUBSTRITE Ed. - MIN. EDGE 06T. WN. EMBEDMENT
WNLREIE J-1/6' S'
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1-1/4
MAS M - c-DO NDU. W/ADD 61➢Cx rm - 2000 PSI MN.
ALL CUPS AND ANGt TO W SMUG INm TUBE YYWONS.
CLIPS OR ANLVS CONNECTED DIPS Y TO IMS010'TO GE PROfEC1ED
W N-RE56TANP COATINGS. SNJI a B IdNOOVS PAINT OR
WATER-"H METYACRYIATE LACQUER
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AT JAMBS ONLY
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8 PA-01
St ��ci�C EO
M IAM bDADE Uryt1, MIA,vII—DARE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) sv w.miamidade.2ov/economy
ES Windows, LLC
3550 NW 49th Street
Miami, FL 33142
SCOPE:
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 B1:iIg``°
Code, including the High Velocity Hurricane Zone. h
APPROVAL DOCUMENT: Drawing.No. W16-57, titled `ES-EL100.A1um Single Hung Wd
sheets 1 through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, prepared by
Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade County Prod n T�l
Revision stamp with the Notice of Acceptance number and expiration date by the Miami-IWeU t�s'y
Product Control Section. .� 1
MISSIL IMPACT RATING:3 arge'and;SegalllMissile mpac es] nt; Ly
LABELING: Each unit shall bear a permanent label with the manufacturer's n9pp. n-` a logo,
BARRANQUILI A, COLOMBIA S.A., series, and following statement: "Miami -Dade Coura duct
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# 16-0510.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
o. ' Y14;0
Miantnaoecounry I I Ezpira4650 vZa UZApprov nEtary 18
- Page 1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0510.22
A. • DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.1)", sheets 1
through 10 of 10, dated 07/13/16, with revision A dated 04/21/17, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
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 aluminum single hung
window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-018,
dated 03/31/17, signed and sealed by Constantin Bortes, P.E.
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, Test per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Architectural Testing, Inc., Test Reports No.
F9504.01-450-18, dated 04/06/17 and revised on 04/25/17, signed and sealed by Justin
P. McDonald, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5111
Edition (2014), dated 04/12/17 and revised on 04/21/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
;aborge M. Plasencia, P. E.
Prod ct Control Unit Supervisor
NOA No.17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 1S, 2018
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL, CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04118.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 11/11/18.
4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex-HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5m Edition (2014), and of no
financial interest, dated April 6, 2017, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (CI Energia Solar
SA) and by Evelyn Daes (ES Windows).
2. Test proposal # 16-0651-11, approved by RER.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1
through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
12�01.9 K
1. -None.
C. CALCULATIONS
1. None.
E-2
orge Al. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 18, 2018
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALM 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) Interlayer" dated 12/28/17, expiring on 07/04/23.
2. Notice of Acceptance No.17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 09/07/17, expiring on 12/11/18.
3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on
04/14/18.
F. STA
1. ?
Javad AEmad, P.E.
7,
and sealed by
G. OTHERS
1. This NOA revises NOA #16-0510.22, expiring on 05/04/2022
ge M. Plasencia, P. E.
Produ Control Unit Supervisor
NOA No. 17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 18, 2018
E-3
1/8- HEAT sPEN'D. GLASS
T. - .. fiat
OR Ytl6'Y' Ntt. Inc'.
090'Int®,iqx
SenLyo
BY 'Kuraray A d.H
01 NNNgw
SRR« Clem And Cabr Gbsa
By Tialman Cnwneal Co.'
OR
.07V4q. Intwbyer
B9tIAx CP WN PET Coro
Ib 'Eashnan Cnemkd Co.'
1/8' MEET STREN•O. Gt0.4
SIUCONE
p DOW CORING 705
F DON CORING B.3
IXTW CORNING 2400
Gnu
W AT POINTS ON LITES
WTOER ER THAN OG' ONLY
TMi
ES—ELI00"`�'-'"'
ALUNIRUX SINGLY HLTyd _ p,'IINDON
SEE SHEETS 2 AND 5 FOR DESIGN LOAD CAPACITY.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WTFH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED YUWONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO EMTIiE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WrrH THE
RECUREND95 OF THE 2014 (STH EDIROE)/2017 (STL EDRION) FLORIDA
BUILDING CODE WGLUDING HIGH VERACITY HURRICANE ZONE (H )L
IW OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE
DEIGNED AND INSTALLED ADEOUATt Y TO TRANSFER APPLIED PRODUCT LOADS
TO THE BNLDWG STRUCTURE
ANCHORS STVM. BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SP . ED EUBEOMAJTT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR SNOW.
A LOAD DURATION INCREASE IS USED IN DEIGN OF ANCHORS INTO Moo ONLY.
ALL SHINS TO BE HIGH IMPACT, NON-METALLIC AND NON-WMPRMISLE
MATERIALS INCLUDMG SLIT NOT uwto TO srEEMM SCREWS' THAT
COME INTO CONTACT WITH OTHER DISYMIIAR MA SHALL MEET THE
REOUIRENENTS OF THE 2014/2017 FLORIDA SLOG. CODE & ACOPTED STANDARDS.
THIS PRODUCT APPRO.'K IS -GENERIC AND HIES NOT PROWGE INFORMANON
FOR A STE SPMU`IC RMICT. Le. LIFE SAFETY OF THIS PRODUCT, ADEq,,D,
OF STRUCTURE RECFMNG THIS PRODUCT AND SENING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE M. TITRE CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY OUILOINS OFFICIAL SHUTTI
HEAT STREN'D. GVSS
A9U' N1Mger
BByOK. y
yR'Kurmey Amrleo, hc.'
O
Me Nled."
Se ryGNa
R'Kunrcy AmeHco, Inc.-
A90• InN`:rr
Sall« Char AM Color Cleve
By 'Eaatmen OnniWl Ce'
OR
III Nt. u,
Son« CP WN PET Care
By 'Eca iI CMaNcd Ce'
I/4' HEAT SIRfNTI. GLASS
I I OW C E
DOW' COPING 795
OOW WRING 9"
fDOW CORING 2KW
u�IIT I/+POINTS ON LITER
WIDER THAN SC ONLY
GIASS TYPE. '2'
7/1e- Ova+AEL W CI s$
ME. GASS
-D/B' AIR SPACE
1/8- HEAT sTREN-a GLASS
o9D' Nhtger
TrooRd PYB
By 'Kurarcy tvne,ica, IM'
A90' Nluleyer
Sen ryG m
R'Kurvrq MreHca, Ine.'
o9r IrMHatleoryer
Saflex AM Cabr Ckaa
BY 'EcaLmn Damleai Co.'
oR
078• NterloaYy
Shcex CP WINr PET Corc
By 'Ea . Dn .I C0:
O. GLASS
SIUCCNE
fDOW CCOSOI�NG NDOW NINYBB9SW
g ov -bl
Y4 AT 1/4 POINTS
ALL SQES
OiwRB TYPE '11'
7/e' OVERML MUL LAIL GL
=
FOR LARGE & SMALL MISSILE
TEMP. GLASS
-5/18' NB SPACE
1/8' HEAT SIRBYo. GLASS
A
L
Z
A90' Nkoq<r
O
T.,,M FM
BY 'Kurorq A w. Inc.'
f"
OR
a
WO' N"l r
RORTh'K1euq ArteHca, Ine:
Intmlayx
O
Son« Char Ard CONr G+fea
(�
O'F/leVlpn ClNmicpl Ca:
O,
WB'
O
OF, wo
CP WIN PET Con
O
By 'Eaxmon
By CR..•
0:
DCnCCKOIenu'cORR
�1/fDDOWY
COItNRIG 1 o
n
ul �!I
I 5
'I J
qS
1 =
x U
+ �1SOLES 5 ly (r+e+
.D1M1R.S TYPR '21' '� to <,
)/B' VY to L IHw, 1RH. Gus 1 a p"Oj
V n,3
NnM
Sll6° & B/8• AIR BEADS CDNRIATTN. F
SPACER
'HEUMA' LOW PROFILE ALUMINUM SPACER BY'LN'GERMANN GMBH' Elm
AROUND THE PERIMETER OF THE GLASS.
P�IM�ETFR SFAT ANT.. c R �
SILICONE B B
COW CORNING 791 O
GE 2000
PRODUCT REVISED
es mMP10 0MM the FloRWo
OuuZ.
No".. 17-1114.07
ExpH�tlon Date
Nxem1-DaOpoieduel Con1T
L�1A1ME
armng no.
W16-57
n
R
NOTE
GLASS CAPACITIES ON THIS SiEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
W
P TYPICAL ELEVATION
EQUAL UTES
F Fl c FRAMES a1M RUSH AONIFR
SIC 1.41i-•.,
(FOP
STU. FRAME SELL' .r
MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF
(vat sus sHvam AEOVE OR 5u ) — 80.0 PSF
RI —RISE FRAME SUL
.LLTOt w SRE UW19 WAX DOME AREA OF WAMW
NOT TO EXCEED TESTED FRAME AREA OF 28.01 M. F. OR S lle 15"BRL
TYPICAL FI EVA71ON
EQUAL UIFS
FLMlOE HOMES WOH I9N MA IFR
PRODUCT REVISED
ea eampMnn vAM the Flodaa
Buildtee Dada 17.114"7
NO0. Ne.
RVU. m!ROEA 4MO22
ey
mmmwe�raeuat Dontrot
\\IIIDIIIy �°ca�
BLGEOF �•� dmWing no.
KaaO!•.: • �F ••
...•.a�. W76-S/
YM
HEM
CORNERS
�G 3
♦j
0
1211AL ELEVATION
U"uA1 um (OREL TYPE)
RARCE FRAMES.
NOTE -
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCADS—DEC-210
53 1/e'
MiXo00' M10M
14'
MAc
HFM LL
caRNERs
it
7: 9F
u
II
I,
-T
II
-
O
A II
is
4 I'
I� �I
_ JI J.IL
Ir___
Zq y�
Zqq
OF�yI�s
X,CC
0 6 0m
Cy at t� R
Dot'E
�gg�55 i
LL
Zw3
y;92
�
aamf
J
s
Opn'^
M
Sot/8'
$
n
3zCl�
Al N R
VETff Y(ORI
TYPICAL ELEVATION TYPICAL ELEVATION w n a L
UNEQUAL LnES (ORIEL TYPE) UNECt1AL LIES (ORIEL TYPE)
FLANGE FPJMEB V am ADVIFA IWCE FRAMES MAN ELV ADPPTOt
MAXIMUM DESIGN LOAD RATING —+ 60.0 PSF
(FOR SUES SHOAM ABODE CR SMNt01) — 80.0 PSF
STD. FRAME SHL
MAXIMUM DESIGN LOAD RATING —+ 80.0 PSF
ROR sam sXCMI Mov CA seuRR) — 80.0 PSF
ET —RISE PR.UIE SU.L
OPEFAPNG VEMS CAN BE 1/210 1/3 OF M. MD
I . DL Oft. FOR E IRE NDE 1O E 18.7 So. FF.
FOR ALTERNATE SIZE LINOS MAY, FRAME ARFA OF MOM
NOT TO EXCEED lES1Eo RMNE AREA OF 3B.04 SO. FT. OR i 1/8' M10RL
PRODUCT
OREVISED
Bu as-pwmee �. F1oMo
No".. 17.1114.07
e plmVm Daft 0510412022
FBIIa5Da mtuct--
9
arOrin9 no.
W16-57
VXO rim
j-
El
!E
o
7 �7
WOOD BUCKS AND METAL STRUCTURE NOT By E.S., WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THIN TO THE BUILDING STRUCTURE.
ENO
WI 1-3/9' X I/e WEEPHOLES AT e FROM EACHE9z--_.
" ' "" 1 R" ,
or . , ss)
n�
0%
IIT .=Md 1_51
ucriiRES
I-112 ON. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU Iffy BUCKS INTO CONC. OR BLOCKS
1-114' MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4- MIN. EMBED itiTID BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1'-Ile MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4' MIN. EMBED INTO BLOCKS (JAMBS)
Ile DA: TEKS OR SQF DRIIIINr SCREWS On)
INTO W&MI-DARE COUNTY APPROVED MIJUJONS
OR
INTO METAL STRUCTURES (HEAD/JAMM)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM. 1/8' Tft MIN. (6063-TS MIN.)
STEEL. 1/8' THK. MIN. (Fy - 36 KS1 MIN)
(SM IN CONTACT WIN AIMMImlv w a Imm w PANIi:D)
TYPICAL
y9 EDGE DLsI'MICE
INTO CONCRETE AND MASONRY - 2-1/2' MIN.
10 INTO WOOD STRUCTURE - 1" MIN.
IN70 METAL STRUCTURE - 31e MIN.
WOOD AT HEAD, 'SILL OR JAMBS SO - 0,55 MIN.
WI AT NEAR, SILL OR JM35 re - =0 PS! WIN.
C-90 HOLLOW/FiLED BLOCK AT JAMBS f. - NOD PSI MR
PRODUCT REVISED
NO". 17-1114.07 1
E P"fivn])atv05104=22
ei I W1 6-57
77� . 1 1—
H
EXTERIOR
W.
w�D guc� n ,a
PRODUCT REVISED
complYlvB v.lp pv FlvMv
of 4tling &
Bu
. xon-xo. 17.1114.07
egl�anen o, 104/2022
By
a
l
Rt
dm ing no.
Wl6-57
GE mS. 4%
NMNNI-DADE Qww
s APPROiRD
O%E 91RUCNRE SII & ANO10f4S .i 3
SEE ffAAAm TE NOA10N NM
q T
EDGE DES1. f ; d
ee
3 s Ir
IL
- aD¢�
ALT. um at urt C a8
04
TYFlGLL PNCHOPS TWICPI. PNgVOftS 1YPICAL ANCHgtS z
SEE ELEV. SEE au. SEE ftEY. Q
FOR SPMJNG MR SP=NG ,FOR SPAUNG LL z
a H
g
a �w
I 0 {l1�an
x ALT. 3 J
11PICAL NIg40R5 � G
SEE SPAELEV.
FOR gNG
Wns
�a6w
OM2i WINDOW WIDM �a aqqw
ALT, .. • •. � o S 0
El `a,fi IfG1 1,��A�/ col
�*$TALLATTON DF,TAI,$�H FLUSH FRAME ADAPTER . �` �=."��•.• . � 1
SFP SHEETS 4@ 5 FOR WINDOW OEfNtS PRODUCT REVISED
ea romPlCPIoMfA tNe Floritla
. eanme5 T}
NoA ., 77-1114.07 g� yy�._ a 5
Faplmdrn Cate OS104/2022 .'p SidEDF : aj' l tlraw!n9 no.
.. NV •�� ROMOP,.: I_\`Aa•� W76-57
DUP uat on �`r`4IO3dAL p`��
r nmi % sheet 6 0f 10
TYPICAL ANCHORS' m a v. FOR sps ko
414 WOOD SCREWS (GRADE 2 CK
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2' MIN. PENETRATION URO WOOD
TNU LLATION DETAU WITH FIN F&ME ADAPTER
SEE SHEETS 4 h 5 CDR WINDOW D'_TNLS
Z
Q0
5
S
0
0
v
Z3
WnE�
PRODUCT REVISED 1
as comp1sin with Me FlotlOa Wo-zv,
= 8 — ~ a•
eanainD Cp�u i{z 92
17-1114.07E>mlratton Pte/0412022 c1JCE as Gj'� devwin9 no.
er 'K0�"Px��` Wt 6-57
M.
It
FA
T.el)
.06T1.56T
J1962Son
sl�l
.06T
291JBJ
296)
EI fWSH FRAME ADAPTQt
D W C
Et
FRAME HEAD
1.1zd
130J .�
t
� op
o 5
0 r
pffaa9
p a O qp
I
�gYTA12
E. FRAME JAMBU.
r1.1v1
$A+9
I.T/4 r
rI
015
QL1Ct
yC0p1.,{1
Q 0
061
�.
A62
2>65
8i p
2313
! FLU SN FRAME ADM7ER YBiH FlN
g
1.40)
.6J9
y
7
FIX. MEETING ML
476 m
� F
I
O FHAME SILL (STANDARD)
tw' LL
�
1150
I�1J 1M.
I 1919
H N N a m
vng�
0.H1
�.i
F 1.18)-I
lYP
L6B8
�23.
GI � � ��,JJ
E5 VENT TOP RAIL
T34)�
.e74
.wa
ryry
�p
L
A6a
LIN
O FRAME SILL (HI-RSE)
nAAn
k
I>IJ
t.l Yl
q
°
ata
I '
1Ma v4zt
4 4
•.
1.>aA
E 6
Efl VENT BDTTDM RALL
Ee HEAD SCREW COVER
ua SPRING LOADED LATCH J11 11uuuJ)t p
ses 135 PRODUCT REVISED
r PIN with Ilro FIor1G� =
17.1114.07'
S
�0��
.fiBJ
010 626
. xD1s.No.
L .KA S)4 1_ A50 .8)4 L a61 8)+ ( _
1 Eaplronon vale 5/042042 yy��9..
9TATi0F 'y1(j�
�202
d 8 3
Craving rw.
A VEM SDE RAIL
EI �8 SCR CDVER
-I 101 -I S02 6Ua t tro �"�C�`9a
r �NALet"' ```
O L1O CVZA'0 BEA05 Eu a�a€ "I,*
W1 6-57
she
M
lilt
i
i r
i
i
i
n neu coaur nnn vrrD mourn
PRODUCT
ggREVISED
..T ��yD.pe mM. Md4
moo m 17.1114.07
EW .0.. Da 5/04/2022
By
mean, uet n
4
eTAIE OF ��
W16-57