HomeMy WebLinkAboutNOAM IAM 1•DADE MIAMI-D ADECOUNTY
• 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) wwwaniamidadc.eov/buildine
E.S. Windows, LLC
3550 NW 491" Street
Miami, FL 33142
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation subrnittedhas beenreviewed 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 revolve, modify, or suspendthe use of such product or material within their jurisdiction. RER
reserves the right to revolve 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 "5000" Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000 Alum Outswing Casement Wdw.
(L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, 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, B a rr an quill a,
Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unles s
otherwise notedherein.
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 endors ement
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 maybe 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. 19-0708.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 20-0915.02
Expiration Date: April 03, 2023
Approval Date: December 17, 2020
12/4/20 Page 1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDERPREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 114419.01)
2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, prepared
by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 19-0708.03)
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marlced-up drawings and installation diagram of a series 5000 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-9711, dated 07/26/18, signed and sealed by Idahnis Ortega, P.E.
(Submitted under NOA No. 19-0708.03)
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, Type "B" Window, Grade 10, per FBC 2411
3.2.1, TAS 202-94 and per ASTM F 588-07
along with marked -up drawings and installation diagram of series 5000 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively,
both signed and sealed by Marlin D. Brunson, P.E.
(Submitted under NOA No. 114419.01)
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, Type `B" Window, Grade 10, per FBC 2411
3.2.1, TAS 202-94 and per ASTM F 588-04
along with marked -up drawings and installation diagram of series 5000 outswing
aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E.
(Subrnfitted under NOA No.08-0204.05) 1, ,� _ /1
J Manuel Perez, P.E.
L/Jf"'f Product Conhol Exa
NOA No. 20-0 15.02
Expiration Date: April 03, 3
Approval Date: December 17, 2020
E-1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDERPREVIOUS NOA's (CONTINUED)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61n
Edition (2017), dated 10/27/14, revised on 09/22/17, and updated on 09/26/18,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No. 194 708.03)
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. 19A305.02 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. 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
07/04/231
F. STATEMENTS
1. Statement letter of conformance, complyinng with FBC 6Edition (2017), and of no
financial 'interest, dated September26, 2018, issued by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
(Submitted udder NOA No. 194708.03)
2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued
by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively,
both signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 114419.01)
3. Laboratory compliance letter for Test Report No. FTL=5336, issued by Fenestration
Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 084204.05)
1. Notice of Acceptance No.18-0116.04, issued to ES Windows, LLC for their Series
465000" OutswuigAluminum Casement Wirndow -L.M.I., approved on 02/22/18 and.
expiring on 04/03/23,
Product Control
Expiration Date: April 03, 3
Approval Date: December 179 2020
E-2
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)",
sheets 1 through 10 of 10, dated 01/23/08, with revision H dated 08/25/20, prepared
by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E.
B. TESTS
1. Test reports on: 1) Ali• 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
along with marked -up drawings and installation diagram of a mulled series 5000
outswing aluminum casement and a fixed window, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL42112, dated 06/19/20, signed and sealed by
Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6tt
Edition (2017),dated 10/27/14, revised on 09/22/17 and updated to comply with FBC
7ti' Edition (2020), prepared by Al-Farooq Corporation, dated 08/27/20, 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.19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol� Ultraclear, Clear and Color PVB Glass Interlayers" dated OS/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No.18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas° XtraTM (SGXTnt) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24,
Manuel Perez, P
Product Conhrol Exams
No.5.02
Expiration Date: April 03, 3
Approval Date: December 17, 2020
E-3
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED �coNT1NUED>
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 61" Edition (2017), with FBC 7"'
Edition (2020), and of no financial interest, dated August 27, 2020, issued byAl-Farooq
Corporation, signed and sealed by Jalal Farooq, P.E.
G. OTHERS
1. Notice of Acceptance No.19-0708.03, issued to E.S. Windows, LLC, for then Series
"5000" Outswing Aluminum Casement Window -L.M.I., approved on 08/01/19 and
expiring on 04/03/23.
Manuel Perez, P
Product Conh•ol Exatuit
Expiration Date; April 03, 3
Approval Date: December 175 2020
CAM LOCKS
(2) LOCKING POINTS
ALL SIZES
SERIES 5000
ALUMINUM OUTSWING CASEMENT WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
SURFACE APPLIED �-� - _
FALS- MUNTINS_ a OPTIONAL r'--
it
G 1
5' \
cj
',5 5
i
�i _
n 3 b y
NL i
3 �1I i
I
g \
--......-- 1 I,j—T MULTI POINT LOCK .`_.. .
�//
LOCKING POINTS_"
SEE CHART � 30 SiB" 30 Si'8"
\ �� V/DUI- HEIGHT KEEPERS
35 1 -i" UPTG O.L. OPG 4L OPG
�. / C_. T SASH 35 7/6" 35 7/8"
Ie _._._....__..__.._..._.__,y �_..._
VENT WIDTH 26" 2 VENT VnDTHu<NT WIDTH
<p" 3 3Y• 74"
L...__
52"
'NINDOW' J WINDOW WIDTH
L..._....._75'-5
TYPICAL ELEVATIONS
APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE
COMBINATIONS OF CASM71/ CASMT OR CASEMENT WITH SERIES 5100
FIXED WINDOWS USING MULLIONS IN BETWEEN.
LOWER, DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW
OR MULLION CHART 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).
13Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE
ANCHORS $HALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER tdANUF'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-METALUC 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, T.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 (A.SD)'.
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SHUTEP_ARE NOT REQUIRED. _............__.
-.. ..—
PRODUCT
Cm REVISED
h
ia
ascothe Florida
PY 9aun
Building Code
r
+i
NOA-No. 20-0915.02 :'
Ex IreIlan Date
MiamDade ProdugYCgntrol
rr
drawing no.
o nll , ��
W08-081
WINDOW DIMS -
WIDTH HEIGMT
26"
26-1/2" 38-3j8"
37'
6-tf2' 76'
< 3S'
24'
32"
4e"
3e'
40'
42'
24`
28"
36'
440'"
24
28"
32` 60"
36'
4(7"
42-
24"
28-
-2' 66'
36'
40'
23' 72„
32"
24'
28 6
32`
DESIGN LOAD CAPACITY - PSF FOR ( X 1 SIZES
ITS GAK LOCKS WINDOWS RITTI MULTI POINT LOCK
GLASS T1-PE9 I GLASS TYPE CLLSa' TYPE GLASS TYPES GLASS T1PE
D. C, D, E. F 'x •8' •C• 'D' 'F' 'F' 'G•
E5.0
B5A
95 0
95.0
BSA
85.0
85.0
85.0
9J.0
90 0
S00
?DA
30.0
90.0
90.0
90.0
90-0
90.4
, t ,:O
114.0
85-0
E5.0
85.0
eB.O
9C.0
90.0T10.1
90.0
114,11
-
-
-
-
-
-90.0
103_
i
9CA
90.0
9B-1
85.0
85.0
85.0
85.0
90.0
900
900
90.0
90.0
114_O
85.0
85.0
65A
95.0
90.0
9G.G
90.050.0
90.0
714.0
85.0
~85,0
85 0
85.0
90.0
90.0
9e 4
90.0
t 14.0
-
-90.0
90 0
90,0
90,0
104.1
_
-
-
90 0
90,0
90.0
93.7
-
-
-
-
90.0
90.0
90 0
114_0
-
-
-
900
90 0
90.0
1 t .0
900
900
954
90 0
90 0
t
90.0
114.0
9C.0
90A
900
105.7
_.._.
-
90A
90.0
- -
900
9,
-
-
-
-
-
95 <
-
85 <
85 4
900
I 85.4
( 114.0
DESIGN LOAD CAPACITY - PSF FOR ( U, ) SIZES
WINDOW DIMS,
KITH GUI LOL'SS
WINDOWS TITS MOLT'] POINT LOCK
GLASS ^i FES
A. S, C. D. E, F
GLASS TYPE
',U
GLASS TNTE
'B'
GLASS TYPES
'C', 'D', Y. T'. '
WIDTH
HEIGHT
ER.(,)
1NT.(-)
EXI_(+)
1PYf_(-)
EXT_(+)I1NT(-)
aT.(+)
1NT_(-
_'" I
53-1/6"
$5 0
85.0
85.0 _
85.0
900
;00
90A
90.0
85.0
85.0
85.0
84.0
9OG
GOO
90.0
90.0
37`
53-ti9"
8<'
35-3/8`
850
'e50
e5.0
35.0
94.0
go
90.0
90,0
95.0 I
85.0
55.0
9C.0
90.0
90.0_
90.0
-_._.
95.0
85.0
SSA
950
90.0
..__..
?C.G
..__._.__
90.0
5J-0
85.0
85A
85A
65-0
90.0
90.0
90.0 (
90,0
53-t/e•50
74
84`
85.0
85.0
85.0
90.0
90.0
90A
90.0
85A
85.0
55.0
85.090.0
90-0
90.0
90-0
850
85.0
55,0
85.0
90.0
90.0
90.0
90.0
1350
85.0
55.0
$5.0
90,0
80.0
90.0
90.0
37"
53-1/6'
74'
84'
63
E50
LSS_0
85.0
E5_0
90.0
90.0
90.0
90.0
79.6
79.6
79.6
79.6
79.6
7S.6
79.5
79.6
61,4
61.4
61.4
614
6t.4
61.4
61A
61A
-
-
56.5
56.5
37•
53-1ie`
74"
_
_
_
_ i
i
_
66.5
5fi.6
_
_ ._...
_
_
_
_
36.0
36-0
37"
53-i;'8`
74"
76"
_
_
_
_
_
-._._
62.0
62.0
443
44.3
._ __.r__.
-
-
.__...._..
-
-
._.......
-
.
-
33-4
33A-
48"
56"
64'
72'
80"
de
48'
85.0
85.0
55.0
85.0
90.0
1 90A
90.0
90.0
S5A
65.0
85.0
85,0
90.0
90.0
9CA
90,0
85.0
55.0
55.0
85.0
90.0
90.0
90.0
j 90-0
85.0
e5.0
85.0
850
90.0
90.0
90,0
j 90.0
85.0
A5.0
85.0
85.0
90.0
90.4
90.0
90.0
85.0
85.0
85.0
85.0
94C
90A
90.0
90.0
48"
56"
64'
.2"
80"
B4"
54-
B5A
85.0
85.0
90.0
90.0
90.0
SO-0
85.0
-85.0
85.0
SSA
._
85.0
90.0
90.0
_...__
90.0
.-
60.0
85.0
85A
85.0
I'M
94.0
90.0
900
9CA
85-0
85-0
85.0
85-0
90.0
S0.0
90.0
90.0
85.0
85.0
BSA
85.0
90.0
9C-O
90.0
90-0
85.0
85.0
85.0
B50
90.0
90A
90.0
90.0
56"
64"
72'
50'
B4^
60"
85.0
( 55.0
85-0
85.0
90.0
90.0
90A
90.0
85.0
85.0
85.0
88.9
88.9
88.9
8B.9
_.........__
80.0
80.0
_85A
BOA
60.0
80,0
..............__
80.0
80.0
80-0
73.5
73.5
73.5
73.5
73.5
73.5
73.5
73.5
-
-
-
.7
68.7
.
-
-
..
-
-
-
-
66.8
66.6
48'
58"
6<"
80"
75.2
75.2
75-2
752
75.2
75.2
752
752
65.7
65.7
65.7
65.7
65.'._.
85..
55.7
65.7
59 0
58.9
58.9
58.9
5E.9
SB9
58.5
59.9
_ __a........
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--__._.
-
...
49.9
49.9
�•
64•
72,
. <
_
_
_
_
_
_
57 4
57.4
44
-
-
_
___
-
40.6
40
48'
64"
76'
-
48 6
4E
_
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-
_
_
37 6
37
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PRODUCT REVISED
a wmplying with the Florida
._ -. ... ___ _ _ - _. Budding Code _ `t
34.t 34.1 NOA-No. 20-0915.02 i qI p I
Expiration Date• 4/03/2023
NOTE: BBy/ - -
GL,4SS CAPACITIES ON THIS SHEET ARE Miw, DadeProdugrt trot G drO Inq
EASED ON A5!r.I E1300-09 (3 SEC. GIJSTS) `,. c.,1 . ', ,; W08-08
ON
DECLARATORY STATEMENT FLORIDA BUILDING DICA.105I DEC -DEC „; � r - � j�fff%`II4Iuit) °� meet 2...2t_10
r � o �, 1
1 HEAT �TREWD GLASS
I ZS' HEAT S-TREN'D CLASS 51'32' HEAT STIREN"D GLA;s —5 "32' H61' STREN*C .3L_.S
090' nterl.y, .090- InteriQye,
-'(cf .090' nf!.Yz' .090" tnt-I.Y,
Trosif.t rvs —S.'tyGio.
E�v roy A., erica, Inc-' 1 By 'K--y A— -, 8�k.,y Amen -,Inc' By 'K.-.,.y Amer ca. Inc.'w II
1ZS' HEAT STREM'D CLASS
SILICONE HEAT 5TREN'O GLAS5 /e" HEAT STREN 0 CLASS r-1/5" HEAT STREWD CLASS 0
SILICONE
Di'A'SIL 795/953 r-DOWSIL 795/983 SILICONE SILICONE SLLCCINE
DO�%�!L '_795 a. DOWSIL 7G-,/ga3 r OWSIL -95/Q83
0 eq
Al
Im,
2a) 0 0
2
_9�s TYPE IU&K_DPE D
THESE GLAZING STOP CAN BE USED WrTIH
GLASS TYPES *A', 'C' & 'D'.
S/32" HFAr STREN'D CLASS 5/32" HE'S STRENT CLASS
OR —OR
5/32' TEMP GLASS 5/-52" TEMP. GLASS
1/4' AR SPACE -114" AIR SPACE
HEAT STREN'Q. CLASS HEAT STREN'D GLASS 1,44" HEAT S71REN'0 GLASS V)
090" Int.d.y-
-Tro, fat FJB
T—f.] Ve 0
Ei, 'k,Y America, In.,' I FBy Americo, 1* 3y r.,.y A—ric., Ino
-5/32" HEAT STREN'D GLASS AT 1 1 POINTS ON LITFS
�5/32'* HEAT STREN'D GLASS HEAT STR N'D GLASS (25 ER 4
#D THAN 36" vi 0
SILICONE
0OWSIL 795/98, CL I SILICONE .,SILICONE SETTING BLOCKS AT LAM, GLASS
I DOWSIL 983 NOTCH GLAZING BEAD LEG Li
al TO CLEAR BLOCKS
261
6
x
W �� W r-
IT
GLASS TYPE _'E'
GIA—S LCF —F'F' AJ 1.1/4 POINTS ALL SIZES I.
RI
SETTING
N BLOCKS AT (NSUL, LAM- CLASS
GLAZING OPTIONS NOTCH GLAZING BEAD LEG,
TO CLEAR BLOCKS
NOTE: PRODUCT REVISED
TO CILJALIFY FOP SMALL ),11SSJLE IMPACT RATING a$ it *.Plying with the Flodda
EXTERIOR SPACER Building Code
NOA-N
PLY OF GLASS T'(PES 'E' 'F' MUST BE TEMPERED d
'HELIMA' LOW PROFILE ALUMINUM SPACER - 20-0915.02
E
'LINGERMANN GNISH' By
AROUND THE PERIMETER OF THE GLASS.
SPUCINOjEjZR...SEALANT
no.
DO 's
WSIL 791 W08-08
GE 2000
TYPICAL NCtiDPS
CLE',. FOR SP4r IN -_
EDGA DIST. -
1BY
-y --•WOOL BUCK
EDGE
Tt PIGSANCHORS
SEE E D/ FOR SPACING
METALF-------- -1
-T"RUCTi IRE I M NI LADE COUNT, APPkOVEC
I MULLION & MI:LUCIN ANCHORS
EDGE I SEE SEPARATE NOA
DID II
1
!I ;I
I
I �
hFICAL ANCHORS - j IIUII
SEE ELEVC FOR SPACING
T!FIC - . �C^0GS
SEE ELE-1-FOR
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
—..
NOOD SUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS' 1!4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 rSh Fy=149 KS)
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR :MOOD STRUCTURES
AND TRANSFER THEM TO -_THE BUILDING STRUCTURE_ j 1-1/1" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 16Y BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN, EMBED INTO BLOCKS ,JAMBS)
1-3j4" MIN, EMBED INTO CONC, ;FOR MULLION CUPS ONLY-1
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-C.ADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD; SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN, (5063-T5 NIX)
STEEL: 1!8" THK. MIN_ (F,v = 36 KSI MIN.)
(STEEL IN CONTACT VITH ALUMINUM TO BE PLATED OR. PAINTED)
.ERLOCV. TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO CONCRETE -1/2" MIN. (INTERIOR ANCHORS AT MULL CLIP)
INTO WOOD STRUCTURE = 11 f 16" MIN.
z
INTO METAL STRUCTURE = 11 i 16" MIN.
33i 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.
12
Ali o
PRODUCT REVISED
as complying with the Florida
^� T Building Code
q' NOA-No 20-0915.02 S \
Ex Iratplon Dat 4103/2023 I o
By��'%fLl
Miam Dade Produyt`C trot ' ZE r' I`drewina no.
...... s TYPICAL ANCHORS
ED^E DI°T, VII SEE ELtl'. FOR SP.,gNC W03_08
-� j
I
__... r aEl 'S
SHmi
o
3J It of / 7.V000 EN_ES
7YPIC4L ANCHORS }o iE0) I`_"` /: CAM o m
EUE
FOR c a ^Nb t. i. SCRM4 OPT- _ ._.... -_ I _ • - a W
_.
_ - =
0 rc m m
eR
oIv 91...I^� o_./ ( t'—SEE TYPIELE`ANCHORS y
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METAL) - _ )
STRUCTURE .z. D.L.OPG.
VENT WIDTH a MULTI POINT LOCK OPTION CAM LOCKS OPTION
WINDOW WIDTH
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.�,-_.__.........__.—. .._.y
J �I I
SINGLE VENT WINDOWS ;off
rl
w� 0
i
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2E7 YfOGO BUCK,'' , ___ __ , jf" MAX z e
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410Pi0 STRUCTURE �! IB 37 -
I
_nWTYPICAL NP
-SCRGCN CPT.- SE ELEY.FOR, SPACING ,I
I ' � I ,
o
r ° 8
TYPICAL ANCHOR., \i.fi `O�� IJ i f(31 x
SEE ELE'- [t 6i E.TERIGR JJ
FOR SPAGNG - �„�__ - D.L_ OPb f? U _ D1_ 0P6. - v
I 1
1. VENT WIDTH VLWT WIDTH .
.......... _____— .a ...._.... __...._ __......__ __ ............q�
__.___._ WINDOW ':WIDTH
DUAL VENT `'YIItiD0WS
PRODUCT REVISED
as complying with the Florida y tv •� i NI (o'.�
Building Code
NOA-No. 20-0915.02 i�-
"Iration Data4103/2023
By
MiamhDade ProdI ntrol a Cr a ( crovi ng no.
isheet f10
I
IWI
�I
I
I
_obi
TYPI�aaL •:tPACING
SEE EL..+S. FOR_ ..CING
'YPICAL Ar1GH0e5
._ SEE E' EV, F'OR 3PAOJNC
EDGE Alr?aL
DIST. STRUCURE
Li
t
tdl�4ti—DA.UE CO'UNTt APPFOVEO
MULLION & MULLION ANCHORS I I
iISEE SEPARATE NOA I
EGCE
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
\C 1
I
I
-
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3
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TYPICAL ANCHORS o �I v
SEE 'cLEV. FOR SPACING —��
LT. Ii m o z
/��Tii rill
I�
PRODUCT REVISED N 3'
'� Y� j I
-T— as complying with the Florida
Building Code
NOA-No 20-0915.02
e >� ` iratlon Date• 4f0312023 = y
By.
/ ` K
TYPICAL ANCHORS Mia i- ade Produ trot S'r'^•i ✓' +�fo vmg no.
\n -Scc cLEV. FOR SPACING 7} �.P 4� r
EDGE D15Tl INSTALL4TI0\ DFTAILS �YI1H FL13SH FRAME : DaPTER _s1; r V '"ti 08—M
.fiat
t:
.Od2r-- 30
FRAM`c
DENT
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t�T IMPOST STIFFENER
030
SNU80EP.
1
.831
;10+ti1
GLAZING STOP (LAM, GLASS)
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I
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(oa
;ZING STOP (INSUL. LAM. GLASS)
77
.63
GLAZINC STOP (LAM- GLASS)
3—
.54�—II I2 .503 ..050
.637 II-•-
(I1 (10.
GLAZING WEDGE GLAJNG STOP (LAM.. CLASS)
S—
Y 33
i
.125 .125
3.0n0 3.000 I�
2.
i
78E
338
"�—
t r
GUs'TOrt MULLION 2'>.") STD. �.1ULLIOIJ
i Y. 3
MULLIorJ ruP
[53j FLUSH FRArr1E ADP.PTER
Nvit
oaTlora
PRODUCT REVISF�
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Building Code
NOA-No 20-0915.02
Expiration Date• 4/03/2023
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ITEM
PART
QUANTT'
IIESCRIPTIQN
NAT)~UAT,
MnNI %SUPPLIER•/REAfAm
2
ES50
i
.1E SILL
o
...
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,_
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ES5002
I VENT
VENT nE RA;i SIDE
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ES., CC
ro
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VENT SEE R+IL LATCH SIZE
6063-T6
-
� y N
....
t
__.__.._.
_
....
....--
w
9
"........_.
550— 0'
2/ VENT
SNUBBERS, 2-t 'i" LONG
6053 T5
-
Q
C r LL
--� 10A
103
:S REOD.
GLh LNG BEAD LAM. GLASS)
f 60'3-T5
IDS
.......ESI
AS PEOD
._. ._ - _-L-
GLAZING BEAD (INSU_. LAM.GLASS)
6063-T5
.... _
p
_ __.
> r
10
ESt OOi?
AS REQD
BEAD (LAM. �
(r
---
100
__—
ES t017
:S PEOD
LAZING BEAD (LAM. GL SSLAZ�NG
C t
_ d
11
27-425
AS PEGO
GSFE`
EPDM
DUROMETER 5015 SHORE A
m N p y
ES1C1 0
-
AZING WEDGE
SOFT r
.-- _ _- - - -_
lie
5008
---7TT-_GGLLAZING
AS PEOD-
�,`4.,ING YIEDGE
SILICONE
DUROMER 60 5 SHORE k
12
P REQD
jEP A1�- & ENi ASSEMBLY SCREWS
J
_.
#10 X 1-1/2 PH SMS
`, ? W
13
2/ Si
` - _- _
SNUBBER INSTALLATION SCREWS
=
#8 X 1/2" PH SMS
'A'
_!
14
Z202
AS REOG.
- OUTER WE3THERSRIPPING (POLYPROPYLENE BASE, PEE BULB
-
I OUROMETER 55 SHOP.E
,
....... 15
..
ES5005
AS RECD_..
...............-
INNER... WEATHERS RIPPING
EPOM
DUROMETER 50 SHOP.E 'A'
-',—
t 5
PdS40-SS
AS FEOD
CORNER LOCK
CBARORNER
5!. STEEL
1 SULWAN S' ASSOCIATES
__.
._.._-........
............... _.__.._.
I
17
6
2/ v"N"
HLOCK HEAn DUtt
TRUTH HARDWAP.E
......
18
-
I. 3 HINGE
- - _—
- _
HINGE MOUNTING SCREWS AT FRAME
iL X 1/< PH SMS
�-
19A
_
..
4, HINGE
r
HINGE MOUNTNG SCREWS AT VENT
#10 X 1/2" PH SL+S____._____.._........
....
19
23 SERIESt
........__
J VENT
—_ FROM
SINGLE ARM OPERATOR (AT 8-1J 2' OM ENDS]
_
-
TRLR}1 HARD45'ARE
'
79A
NOVA
7/ VENT
SINGLE ARM OPERATOR. (AT 8-i i2" FROM ENDS)
-
� INTERLOCK
Lin
w
J
20
-
4, OPER.
OPERATOR MOUNTING SCREWS
-
#10-24 X 3/8" PH SMS
c
K
5
N
20'
-
8; OPER,
OPERATOR MOUFti1NC SORE'+I"
8 R 1/2" FH SMS
_'....._._._.._
_ _____._____.
21
30175
1% OP-R.
13-3 <" LONG TRACK
5T, S'i EEL
TRUTH HARDWARE
OI
- -- -
ZIA
__.....__._._.__
-
1/ OPER.
OPERATOR TRACK
SE STEEL
INTERLOCK2"
V
- -
_....II._.._
MW
2Z
-
2/ TRACK
TRACK MOUNTING SCREWS
10 X 3J8' PH SS SMS
._..........___._.
._._.
LL
�
_.......... ____— --- --
22A
31 TRACK
TRACK MOUNTING SCR=V7S
FH SMS
o
..__.._............... _....._
__._-.__--_. _-.._._......_._—_.....
....
co
cI
fpj OO "
23
-
AS REOD.
1X3 CUSTOM MULLION
6053-T6
-
W g r
23A
-
AS P.EQD.
1X3 STANDARD MULLION
6G53-T5
24
-
AS REQD.
MULLION CUP
6053-T6
-
-
--�--------J
25
2 -372_
LI`
SETTING LONG
.._._.............
... _.......
26
_.
?/ LITE
..
SETING BLOCK.. 5/16" X_ 5J8il XX4'_LONG
�������EPDM
_—_ ___.
AT 6` FROM EACH END,�CUROM EP. 75 5 SHORE A ��
26 -
.._.
__
8-;fE
SPACER
SENDS _...
AM&M
iCi�lG,
o
30
-
...iT/16
OPTIONAL
_ _ __
" BOX SCREEN ..2.) .._..
__...._....
_.
._
_—_._...............__ .... _�-NYLONOCELCON
............._.._._.
33
ES5009
/
�"
ANTE SAG SK:.TE...<.._LCNG2
J
_
PLASTICS
o
4
- ....__
.-__......__._ _.
2/ SKAT
_ _ _ _
SKATE MOUNTING SCREWS___...__-.--._............_
#6 x 1/z' PHShiS..-_...._._
Oilnu�ry
_
'E
o
( E
_ .._. ..._._. .._._..
4
._.3_.._...
o
..
.._. ES5003
1
...._._..........._..........._-:....__..._.
IMPOST
' 6063_T6
_ ............._____...
37
E55070
AS RC^_
IMPOST �TIF'ENEP
V
fi06'-T5-S_u
45
LD1-0°CO
MULTI POINT LOCK MECHANISM
INTEPLOCK
_
4
.. _
_ __ --_ _._ _ _
LOCK. FASTENER PLATE
._ _
__ ._.....
SEALANTa,_
yy
-
-- — -
C
47
-
- LOCK
.-.
LOCK, FASTENER CPEN
..._ - _.._ _._
._.
THREAD FORMING _..._
y Kt hN t I
ALL FRAME AND �rEfJ� CORt-IEF AND NQ'I;1.L.vTiON CREW S
SCREWS
..,
SEALED WITH CLEAR/ALUMINUM COLCORED SEALANT.
'
� '�
�
48
Rot-225D ;ODC
SNAP ON COVER
_
.... ___.....
o
4S
CL01-1050-Xn
j
SNAP vN H NDLE
-
_
.._ __ _ _
_._ ...
_ ._.—
_
50
-
GUIDE (A ETAL)
7 I31J -,
_ -
5
51
KEEPER ((AC'TAL
PRODUCT REVISED r
52
LOCK S.,R 04 "T IST}
- i
i
...
_
_ _ .____ _ ___._— .... ...__
_
...
_ _ ..._... ......
_ .....
m with the Florida
a5 CO 1 G
53
ES-501'
k5 Rc00
FLUSH FRAME ADAPTER
3 5
OPTIONAL.._._.
Building Code q
o
' ;
.._.
`00 -_'
n N 20-09i$.02
o \
54
1/ ENT
LOCKING V HANDLE
SULLIVAN & ASSOC
r ,H
V
... .__.
..... ...._..
�yyy
EYPiratlon Date 4(03/2023
���� �
15
55
Z% +ENT
LOCKING CAM (AT i t 2" & 0-1 •`C" FROM BOTTOM)
v_ / -
UUCAN & ASSOC.
_..
......) ...._....
.......{.'
�_"_- _ _ .. ... __
56
2/ LOCK
LUCK 10UMINO SCREWS
N6-32 x '; 2 PH MS
_
Bq:
'I
-
57
ES5G13
-
IPIENT
-�
( LOCK HANDLE/CAM CONNECTOR
I
T1/4" x 1/2" ALUM BAP,
^ia
---
rdr0ry
_
Miami -Dade Produ4t'C trol a
ng no.
i__.
2/ BAR
CONNECTOR SCREWS
CUSTOM
8
ES5011
_
_.
---
—;
--�_ST-ES
---- — - --
W08-08
-200K-5S
2/ VENT
I-
;._ _
SULLIVAN &ASSuC.
�EEF_F
. _
KEEPER MGONTING
...... _...__.
1 1G X 3 "S" PH SMS
I _ .`1_
_
e0
�CRE`NSTOM_BCTTOMJ
J i
v`'-et 8 e`101
gt �31
,ol
O
i
00
iit .g � �li � �. i✓/ �� d. w IN < j
m Z LL
\:ICJ i� •'� 0 LD Q
i q
Zm-F ..
I
I`I v
J
1o)\ Z e
f�A ,/ � FRAME CORNER
p� �1f1
F; Lj
-I I
Jo
f 1
it
V
f2,i !
i
1 III PRODUCT REVISED
� as complying with the Florida
.SL?—w) Building Code •- �" i \
Y
NOA-No, 20.09'15.02
Expiratlon Dates 4/03l2023
1�,APOST CORNER I By:
Miam Dade ProduI trot �' ` drawing no
VENT ��OP,i1ER eft�8.• _ 1lypg-08
�Np1 \
wou �J �� �>hee 9 0f10l
j !
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bbbbc
m
MULLION LD4D CAPACITY - PSF
MULL[Otit LOAD CAPACITS FSF
t i 9
A [i
IUNDDW D[}IS.
STD. mu71.
CUS71`Gt1 MULL
WINDOW DAIS
m MULL
CI S"0M NULL,
EY"!
EkTL iElf(-(+
E:'.i�J
1Y CTi �)
L.ENCIM fLl
IN-1
tQT,I )
1v.DlH 'j �LENGT
H )
T T.(
JT„
90.0
3
9a
76'
-3
90C --
_-
„'
_9o_a
._.900
4'
9n-0
90
9C.G
90 0
48
54"
90.
9C 0
8"
9G9
90-0
60"
90.0
solo
_ ......
___-._.
--_.
._
solo
9Q0
62'
90.0
90.0
62'
26-1/2"
90.0
90-0
3o"
solo...
90.0
90.0
90 0
3"
36"
90.0
90
_
solo
-- ..
90.0
90.0
90 0
42"
42"
40"
63
90_C
..
900
48"
60"
..--
90.0
900
48"
90.0
90.0
54'
90.1)
90.0
90.0
90o
90.0
90.0
53-1/8
60"
52•'
62"
90.0
90.0
90.0
9C.0
26-1;'2'
90.0
90.0
30'
90.0
Soo
37•
90A
900
36
90.0
90.0
42'
42
83.3
90.0
solo
74-t 4
...
66-90.0-_..
....
-
45"
794
9GO
48•'
90.0
solo
76.1
90 0
90 0
solo
4B'
(
54"
71.7
solo
90.0
9a.G
53-1/8"
59"
26-1/2"
solo
90.0
30"
90.0
90D
37"m
_
oloAl90.0
42
i2"
90.0
90.0
___-_
48••
645
__ _......_....4"90.0
solo
48"8.3
54"
7?2
900
1"65.0
30"
36"
90A
_...... 90_C.
SE.9
90.0
42'
76"
?'2
90.4
48"
70.4
88.3
676
NU I tS:
1. USE CHAR ON THIS SHEET FCR SIDE .Y SIDE CONNECTION
CAPACITY OF WINDOW MULLION.
<. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10.
.,. FOR F13ED WINDOW CAPACITY SEE SEPARATE NOA.
4. LOWER 4fril S FROM STEPS t• 2 OR 3 WILL APPLY TO
ENTIRE SYSTEM.
SERIES 5000 _ ( F ,I �3i
CASEMENT WINDOVf -�� SERIES 5000
I- IN i 7 ---- Al-[� rCASE+BENT WINDO'N
l �xTER10P.
WINDOW 'WIDTH WINDOW WIDTH
CASEMENT TO C4SFpJiF,NT N11-I.I.ION
PPi D MIALLi0tiS
TYPICAL ANCHORS
PER CUP
SEE SHcET 4
FOR DESCRIPTION
H
0
u
2 3j4
_GaSEtiENT T{L,FT�FI2_...h�U.I1yao-TM�
" --- ___: If N
m
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TYPICAL ELEVATIONS c-'ll:i J w
SIDE BY SIDE WINDOWS c. Of
SIDE BY SIDE APPLIES TO TWO OR MORE W1NTDOYeS N � N
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0�n
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PRODUCT REVISED �z` (� 7 I � � a I,I�
as complying with The Florida � n� �� %, I III
Building Code � .N 'III
NOA-No. 20-0915.02 r 4a
Ex Irafion Dafe 4J03J2023 All
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Miatgl�Dade ProdugCC trot s drawing no.
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