HomeMy WebLinkAboutNOA-SINGLE HUNG WINDOW9
or
M1AM11_=DAADE
DEPARTMENT OF REGULATORY AND ECO
BOARD AND CODE ADMINISTRATION DIVI
NOTICE OF ACCEPTANCE (N�OA
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the
materials. The documentation submitt
Product Control Section to be used in
Having Jurisdiction (AHJ).
This NOA shall not be valid after the e
Section (In Miami Dade County) and/(
to have this product or material testei
perform in the accepted manner, the n
immediately revoke, modify, or suspei
reserves the right to revoke this acce
Section that this product or material fai
This product is approved as describeq
Code, including the High Velocity H
DESCRIEPTION: Series "15011 At�
APPROVAL DOCUMENT: Drav)ih
sheets I through 8 of 8, dated 0 ,
Corporation, signed and sealed by a,
Section Approval stamp with the lo
County Product Control Section.
MISSIELE IMPACT RATING: L�ri
LABELING: Each unit shall
model/series, and following stal
noted herein.
RENEWAL of this NOA shall
no change in the applicable buil(
TERMINATION of this NOA
in the materials, use, and/or maj
of any product, for sales, advert
to comply with any section of th
ADVERTISEMENT: The N(
followed by the expiration date
displayed, then it shall be done i
RECEIVED
MAR 0 9 2020 MIAWDADE COUNTY
PR UCT CONTROL SECTION
P
RE OF tlngl 1805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
plicable rules and regulations governing the use of construction
has been reviewed and accepted by Miami -Dade County RER -
ami Dade County and other areas where allowed by the Authority
, 1. . d
airation ate tated below. The Miami -Dade County Product Control
the AHJ (in areas other than Miami Dade County) reserve the right
for quality assurance purposes. If this product or material fails to
nufacturer will incur the expense of such testing and the AHJ may
d the use of such product or material within their jurisdiction. RER
itance, if it is determined by Miami -Dade County Product Control
s to meet the requirements of the applicable building code.
herein, and has been designed to comply with the Florida Building
icane Zone.
um. Single Hung Window — L.M.I.
No. W18-491), titled. "Series-150 Alum. S.H. Wdw. (L.M.I.)",
18, with revision "A" dated 06/05/18, prepared by Al-Farooq
Ahmad, P.E., bearing the Miami -Dade County Product Control
of Acceptance number and approval date by the Miami -Dade
and Small Missile Impact Resistant
a permanent label with the manufacturer's name or logo, city, state,
t: "Miami -Dade County Product Control Approved", unless otherwise
considered after a renewal application has been filed and there has been
n g code negatively affecting the performance of this product.
v 11 occur after the expiration date or if there has been a revision or change
izcture of the product or process. Misuse of this NOA as an endorsement
It:� g or any other purposes shall automatically terminate this NOA. Failure
OA shall be cause for termination and removal of NOA.
A number preceded by the words Miami -Dade County, Florida, and
nay be displayed in advertising literature. If any portion of the NOA is
its entirety.
INSPECTION: A copy of thi , s entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be availablle for inspection at the job site at the request of the Building Official.
This NOA consists of this page � and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation W, as reviewed by Sifang Zhao, P.E.
.2.
bf 1zO)b
NOA No. 18-0503.01
Expiration Date: July 05, 2023
Approval Date: July 05, 2018
Page I
Eco Window Systems, LLC.
CEPTANCE:
A. DRAWINGS
1. Manufacturer's die dra
2. Drawing No W18-49
through 8 of 8, dated
Farooq Corporation, si
B. TESTS
1. Test reports on: 1) Air
2) Uni
3) Wal
4) Fori
5) Lar�
6) Cyc
along with installation�
high (LMI), Series 15C
Testing Laboratory, I I
sealed by Idalmis Ortt,
C. CALCULATIONS
1. Anchor verification
Edition (2017), dat
sealed by Javad AN
2. Glazing complies w
D. QUALITY ASSURAN
1. Miami -Dade Del
E. MATERIAL CERTIFI
1 NOA No. 17-08
(Clear and Whit
2. NOA No. 17-1'
Ultraclear, Clea
07/08/19.
F. STATEMEENTS
1. Statement letter
financial interes
sealed by Javad
G. OTHERS
1. None.
gs and sections.
titled "Series-150 Alum. S.H. Wdw. (L.M.I.)", sheets 1
23/18, with revision "A" dated 06/05/18, prepared by Al-
J and sealed by Javad Ahmad, P.E.
Ififiltration Test, per FBC, TAS 202-94
f St ti Air Pressure Test, Loading per FBC TAS 202-94
Ic
al,
:�MResist nee Test, per FBC, TAS 202-94
led Entry Test, per FBC 24113.2.1 and TAS 202-94
,ye Missile Impact Test per FBC, TAS 201-94
lic Wind Pressure Loading per FBC, TAS 203-94
diagrams of 53 1/8" wide x 96" high and 53 1/8" wide x 76"
aluminum single hung window, prepared by Fenestration
Test Report No. FTL-9886, dated 02/08/18, signed and
za, P.E.
lculations and structural analysis, complying with FBC-6`
03/23/18, prepared by Al-Farooq Corporation, signed and
d, P.E. .
ASTM E1300-09
of Regulatory and Economic Resources (RER).
kTIONS
1.02 issued to Kuraray America, Inc. for their "SentryGlas@
-Glass Interlayers" dated 12/28/17, expiring on 07/04/23.
4.14 issued to Kuraray America, Inc. for their "Trosifol@
and Color PVB Glass Interlayers" dated 01/18/18, expiring on
T conformance, complying with FBC-6` Edition (2017), and of no
dated March 30, 2018, issued by Al-Farooq Corporation, signed and
hmad. P.E.
E - I
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0503.01
Expiration Date: July 05,2023
ApprovalDate: July05,2018
RECEIVED
.MAR 0 9 2020
ST. Lucie County, Permitting
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES-150 (L.M.I.)
ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG 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) 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 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.
5 1/4" MAX,
HEAD
CORNERS
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ADDL. ANCHOR REQD.
—FOR-5-3--l-/8'_X_76-WD r__
LOADS ABOVE 70.0 PSF ONLY
SEE CHART ON SHEET 3
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
53 1/8"
WINDOW WIDTH
47 1/4"
D.L.O. (FIX. LITE)
10 1/4-
MAX.
HEAD
B
4
7
C
4
47 1/4-
D.L.O. (VE�
50 1/8"
VENT WIDTH
TYPICAL ELEVATION
(TESTED UNIT)
Approved, ,s cqa2pjyijjg IVM the
r1londa Sui =ncde,i
Date C
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NOA� L& -_67-
Miami Dade ProdjctCoj�M
< 3
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LO
LAMINATED GLASS
INSUL. LAM. GLASS
LARGE MISSILE IMPACT
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drawing no.
1 8-49D
sheet 1 of A
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'kurcray America, Inc.'
r-3/16" HEAT STREN'D. GLASS
3/16- TEMP. GLASS
5/16" AIR SPACE
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol Pvs
By 'kuraray America, Inc.'
r-3/16" HEAT STREN'D. GLASS
M
S
SILICONE
M
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SILICONE
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DOWSIL 791
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WIDER THAN 36" ONLY
SIZES
LL s
GLASS TYPE 'Gl'
GLASS TYPE 'G2'
7/16" OVERALL LAM. GLASS
15/16-
OVERALL INSUL. LAM. GLASS
3/16"
TEMP. GLASS
5/16- AIR SPACE
3/16" HEAT STREN'D. GLASS
3/16- HEAT STREN'D. CLASS
.090" Interlayer
.090" Interlayer
SentryGlas
SentryGlas
By 'Kuraray America, Inc.'
By 'Kuraray America, Inc-'
3/16- HEAT STREN'D. GLASS
3/16- HEAT STREN'D. GLASS
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SILICONE
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SILICONE
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13 AT 1/4 POINTS
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ALL SIZES
GLASS TYPE 'G3' GIASS TYPE 'G4'
7/16" OVERALL LAM. GLASS 15/16- OVERALL INSUL. LAM. CLASS
GLAZING OPTIONS
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drawing no.
18-49D
sheet 2 of 8
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY PSF
FLANGE DIMS.
GLASS TYPES
'Gl' & 'G2'
GLASS TYPES
'G3' & 'G4'
WIDTH
HEIGHT
EXT.(+)
1NT.(-)
EXT.(+)
1 NT.(-)
19-1/8"
26-1/2-
30"
42"
48"
53-1/8"
38-3/8"
(4)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8"
26-1/2"
30"
42"
48"
53-1/8"
50-5/8'
(6)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8"
26-1/2"
30"
42"
48"
53-1/8-
63"
(6)
1
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8"
26-1/2"
30"
42"
48"
53-1/8"
76"
(8)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8-
26-1/2-
30"
42"
48"
53-1/8L
84"
(10)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
--MO-
--70-0-
19-1/8"
26-1/2"
30"
42"
48"
53-1/8"
96"
(12)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
1�20.0
70.0
70.0
80.0
120.0
70.0
70.0
-
-
F 70.0
70.0 ,
- I
-
Am
WIDTH -I
EQUAL LITES
ADDL. ANCHOR REQD. AT SILL ENDS
FOR THIS SIZE AND LOAD ONLY.
NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY PSF
FLANGE DIMS.
GLASS TYPES
'Gl' & 'G2'
GLASS TYPES
'G3' & 'G4'
WIDTH
HEIGHT
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT. (-)
19-1/8'.
26-1/2"
,30"
42"
48"
53-1/8"
38-3/8"
(4)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8..
26-1/2-
30"
42"
48"
53-1/8-
50-5/8-
(6)
1
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8"
26-1/2-
,30"
42"
48"
53-1/8-
63"
(6)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
-
-
70.0
70.0
-
-
19-1/8-
26-1/2-
30"
42"
76"
(8)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
-
-
19-1/8"
26-1/2-
,30"
84"
(10)
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8.,
26-1/2"
30-
96"
(12)
70.0
70.0
80.0
120.0
70.0
70.0
-
70.0
70.0
-
NO. IN PARENTHESIS INDICATE NO. OF ANCHORS
LL
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18-49D
sheet 3 of 8
1 BY
WOOD BUCK
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TYPICAL ANCHORS
-SEE ELEV.
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FOR SPACING
MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE
DIST.
TYPICAL ANCHORS
SEE ELEV. -
FOR SPACING
WEEPHOLES:
Wl = 1/4" X 3/4- WEEPHOLES AT 12-1/2"
FROM EACH END
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INTO 2BY WOOD
BUCKS OR WOOD STRUCTURES
Lo
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PENETRATION INTO WOOD (HEAD/JAMBS)
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EMBED INTO BLOCKS (JAMBS)
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OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL DGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN.
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9360 SUNSET DRIVE, SUITE 220
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MEDLEY, FL. 33166 TEL. (305) 264-8100 FAX. (305) 262-6978 c
TEL. (365) 885-5299 FAX (305) 885-5902
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it—e- ( SE�IES-150 ALUM SINGLE HUNG WDW. AL-FAROOQ CORPORATIO14
�§T—rip ion ENGINEERS & PRODUCT DEVELOPMENT a
NO CHANGE THIS �-HEET E 0 WINDO V SYSTEMS, LLE 9360 SUNSET DRIVE, SUITE 220
8502 N.W. 80th STREET MIAMI, FLORIDA 33173 (C.A.N. 3538)
MEbLEY, FL. 33166 TEL (305) 26443100 FAX. (305) 262-6978 c
TEL. (305) 885-5299 FAX (305) 885-5902 1-
00MP-ANL\1d--49D-ECo
SHOP DRAWING REVIEW
William Arthur
a lbuilder
" r t
(4"A'P�=ROiteDCW1O COMMENT
APPROVED AS NOTED
REJECTED
RESUBMIT
THIS REVIEW IS FOR GENERAL
CONFORMANCE WITH THE DESIGN
CONCEPT AND CONTRACT
DOCUMENTS.
markings or comments shall not be construed as
relieving the CONTRACTOR from compliance vAth the
Project, Plans,C and specifications nor departure
therefrom. The ONTRACTOR remains responsible for
details and accuracy, for cou�nfirming and correlating all
quantities, job conditions and dimensions, for select,
fabricatio� pr sses,ftor techniques of a and
� )It '
construct a erformin 1 0 in safe
manner- 7