HomeMy WebLinkAboutAPPROVED, 17-1104.07 ES EL100(1)ES Windows, LLC
3550 NW 49"' 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 revolve this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements ofthe 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 "EL-100" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: 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 Abmad, 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 S.A., 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# 16-0510.22 and consists of this page I 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.
NOA No. 17-1114.07
Expiration Date: May 04, 2022
$` Approval Date: January 18, 2018
Page 1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0510.22
A. DRAWINGS
L Manufacturer's die drawings and sections.
2. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets
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.
Ifi1T�l K'!
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 2411 3.2.1, 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 Stn
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).
orge M. Plasencia, P. E.
Prod det Control Unit Supervisor
NOA No. 17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 18, 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, Me. 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
07/04/18,
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 11/11/181
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 5t' 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 (Cl Energia Solar
SA) and by Evelyn Daes (ES Windows).
2. Test proposal # 16-0651mB, approved by RER.
2. NEW EVH)ENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets
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.
B. TESTS
i. None.
C. CALCULATIONS
1. None.
E-2
orge M. 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. QUALFIYASSURANCE
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. STATEMENTS
1. Statement letter of conformance to FBC 5tn Edition (2014) and FBC 6t1 Edition
(2017), dated 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E.
G. OTHERS
1. This NOA revises NOA #16-0510.22, expiring on 05/04/2022
ge M. Plasencia, P. E.
ProduyAcontrol Unit Supervisor
NOA No. 17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 18, 2018
E-3
�118" TEMP. GLASS 71/8" TEMP. GLASS
3/8" AIR SPACE 1 5/16" AIR SPACE
1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREWD. GLASS
.090' Interlayer .090" Interlayer .090" Interlayer 090" Interlayer
Trosifo! PVB I Trosifol PVB Trosifof PVB Trosifo! PVB
OR Kuraray America, Inc.' By R 'Kuraray America, Inc.' BByR'Kuroray Americo, Inc.' By 'Kuraray America, Inc.'
090" Interlcyer .090" Irterlayer .090" Interayer .090' Interlayer
SeatryGlas SentryGlas 1 I SentryGlas SentryGlas
By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'
�OR OR OR OR
.090" Interlayer 090" Interlayer I 090" Interlayer I .090" Interlayer
IScfleX Clear And Color Glass Saflex Clear And Color Glass �Saflex Clear And Color Glass Saflex Clear And Color Glass
By 'Eastman Chemical Co: II By 'Eastman Chemica! Co.' By 'Eastmor! Chemical Co.' , By 'Eastmann. Chemical Co
OR OR OR OR
075' Interloyer .075" Interlayer 075" Interlayer 1 .075" Interlayer
ISaflex CP With PET Core Saflex CP With PET Core , Saflex CP With PET Core , Saflex CP With PET Core
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co: 1 By 'Eastman Chemical Co.'
r-if8" HEAT SIREN'D. GLASS 1/4" HEAT STREN'D, GLASS , I r1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS
i' SILICONE SILICONE 1 I SILICONE , ` I SILICONE
d ' I DOW CORNING 795 d j DOW CORNING 795 d !� , DOW CORNING 795 a: ' ! DOW CORNING 795
DOW CORNING 983 `DOW CORNING 983 �_ 1 I DOW CORNING 983 � I I DOW CORNING 983
in DOW CORNING 2400 a; 1 / DOW CORNING 2400 m //"DOW CORNING 2400 m DOW CORNING 2400
N I (HOT MELT) m ! / (HOT MET) M h / (HOT MELT) 5 N ` ,I (HOT MELT)
a M1 M1 ! �g MP r _ M7 `
a \
iii
l r IF 1 9 '
o I��i x
E11 ir
AT 1/4 POINTS ON UTES `l AT 1/4 POINTS ON L.'TES �W- w
w M3 w ,rA3 w 4� AT i/4 POINTS x M4 AT 1/4 PO1 T
WIDER THAN 36" ONLY WIDER THAN 36' ONLY \./ ALL SIZES �" ALL SIZES
GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '1i' GIASS TYPE '2i'
5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS 7/8" OVERALL MSUL LAM. GLASS
ES—ELlOG GLAZING OPTIONS
ALUMINUM SINGLE HUNG YONDOjM1'
SEE SHEETS 2 AND 3 FOR DESIGN LOAD CAPACITY.
APPROVAL APPLIES TC SINGLE UNITS OP. SIDE
8Y SIDE
OGMBINATIONS
WINDOW TYPES
OF S.H./S.H. OP.
IN MODULES OF
SINGLE HUNG W,!TH OTH1=f?
TWO OR MORE WINDOWS USING
MI,AMI-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 2014 fSTH EDITION)/2C77 (BTH EDITION) FLORiDA
BUILDING CODE INCLUDING HIGH VELOCTTY 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 i^:SALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OP. STUCCO.
A LOAD DURATION INCREASE 13 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 2014/2017 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 DPAWING ARE TO BE ANALYZED SEPARATELY,
.AND TO BE REVIEWED BY BUILDING OFFICIAL
THESE WINDOW'5 ARE RAitD FOR LARGE tc SMALL MISSILE IMPACT.
i SHUTTERS A,RE NOT REQUIP.ED.
5/16" & 3/8" AIR. SPACE CONSISTING OF:
SPACER:
`HEL!MA' LOW PROFILE ALUMINUM SPACER
BY `LNGERMANN GMBH'
kROUND THE PERIMETER OF THE G�SS.
PERIMETER. SEALANT:
SILICONE
^uGW COP.NING 791
GE 2000
PRODUC a Rc'VISED
as complying with the Florida
Building Code
TaDA-No. 7 7-9'i'14.07
Expiration Date 05/04/2022
Control
Miami -Dads Product
i I e� of
r
�i: 'f IfC_I- I iIa a
%��'•. f Al.EOV la
=' �`f drawing na.
� . °�7e�40'R1O1`••�\�
�
I W16-57
�`X
f Lshee
53 1/8" 53 1/8" 53 1/8" w
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH !{4�
47 1 /2"
�Y m
D.L.O. (FIX. LITE) FALSE MUNTINS 14 Z n
(SURFACE APPLIEv) MAX, 0 H, M
6" MAX. i 21" MAX. MAY BE USED S" MAX. Z7" MAX. 6" MAX. HEAD II
HEAD I A HEAD A HEAD/SILL A Q$ Z a
IL
CORNERS f q HEAD CORNERS 6 HE`D ( CORNERS 7 0 O` o 0
E>> N m(
IL W W
r
LID
--�' ------ o u N
---�r-- _ - >-
I D }0,� EL {0{-0 %d
=---;r-----�r--- I �J tn � m Z fill'
N
h J 4 ii 0 1
Z '� o
JZME vI
n'o no j t.wmE ��
o � � o
�1
�� �v�`- z Z� E %/ Nxm i Nam of $ N W N b W— Q�
\W (n \,TW \vW\vim S �`�C �Q I bi
�o
> > x Cj 0 J 3
0
I I I I L 4 ilzl of
X
G X mw a� G� I � �Im III J LLJ
j X g Z z
4 E n o 6 tt 7 SMAX. cO m 7) o � 0 v vi
ILL
47 1/2" o U ISO , n
d
D.L.O. (VENT) � ¢ I (] `' 1
7
50 1/B' Sfl 1/8" 50 1/8" z
21
c
VENT WIDTH VENt WIDTH VENT WIDTH I o M I
Uj In
TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION w
_ �I
EQUAL LITES EQUAL LiTES EQUAL LTcS r-I�
FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER FANGE FRAMES WITH RN ADAPTER I
c�ji
MAXIMUM DESIGN LOAD RATING = + 60,0 PSF
I
(FOR SIZES SHOWN ABOVE OR SMALLER) - $0.0 PSF o �I I
STD. FRAME SILL
MAXIMUM DESIGN LOAD P.ATINc = + 80,0 PSF
(FOR SIZES SHOWN ABOVE OR SMALLER) - $D.D PSF
1 HI —RISE FRn1fi' SILT.
FOR ALTERNATE SIZE UNITS MAX. FRAME .AREA OF WINDOW - I�
NO TO EXCEED TESTED FRAME AREA OF 28.04 SQ. Ff. OP. 53-1/8" WIDTH. 1,, 1,
PRODUCT REVISED o
as complying with the Florida z f No. 70�2
Building Code (/ tt
17-111C:07
NOA-No.
NOTE: �1 �,, V J��
GLASS CAPACITIES ON THIS SHEET ARE Expiration Date /04/2022n�'., q�-
• 57A7E OF �� drowina no.
BASED ON ASTM E1300-09 (3 SEC. GUSTS) By;a7epq.,•° per` I� �_��
AND FLORIDA BUILDING COMMISSION Nlia i-Dad roduct Control
DECLARATORY STATEMENT DCA05—DEC-219 �i�sz6iyj; '- sheei 2 of 10
J%
I
B
4
i 1
II / II
j
--- ,r—rr--,r
II ;�
I I
II ;I
-
It ��
!! u
I
li II
II I!
j
P B
� 4
I
.I
NTlNS
APPLIED;
5E0
53 1 /8"
C
C
0
TYFI�AL ELEVA??Onl
UNEQUAL LfTES (ORIEL TYPE)
FLANGE FRAMES
TYPICAL ELEVATIOR'
UNEQUAL LffES (ORIEL TYPE)
FLP.NGE FRAME WITH FLUSH ADAPTER
MAXIMUM
DESIGN- LOAD
RATING
= -i- 6Q0
PSF
{FOR SIZES
SHOWN ABOVE OR
SMALLER.)
— 80,0
PSF
L STD, FF.A_A E SZL
MAXIMUM
DESIGN LOAD
RATING
= + 80.0
PSF
(FOP, SIZES
SHOWN ABOVE OR
SMALLER)
— 80.0
PSF
n^i-RISE
FRA34B SIi
OPERATING VENTS CAN 8E 1/2
TO 1J3
OF WINDOW
HEIGHT
MAX. D_L GPG.
FOR FlX?J) LITE
NOT TO
EXCEED 15.7
SG. FT.
FOR ALTERNATE
SIZE UNITS MAX..
FRAME
AREA OF WINDOW
NOT TO EXCEED
TESTED FRAME
AREA OF
28.G4 SO,
FT. OR 53-1/5" WIDTH.
NOTE:
GLOSS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 {3 SEC. GUSTS}
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
v
n
53 S
14"
MAX.
7 HEAD
I
I I
11
�I II
II %/
II
4
I if
II I
if 11
lid
li � i
I.
I
I
S4'
7 I
SILL
LL
50 1/5"
VENT WIDTH
T AICAL ELQvIATION
UNERJAL LITES (ORIEL TYPE)
FL 4NGE FRAMES WITH FIN ADAPTER
MAX.M
i?StODUCT
REVISED
as complying with the Florida
Suii�ng Catie
NOA-No. If=I174,07
Expiration Date 05/04/2022d Mia- Da rouct Control
o.70W2
GF ,
Z � m
p m
Z n
^L Z
N
Q
`O
U
paoa�°+
0
� ZNg_g
J6md •I
of
z
J
J
J ,yJ
�I
Y
sl,vs��
F-
¢kO�r�
I
M
'
O
j
Z
�ICn
4�
�l
I
alai �
l�iz
I
o
�Ic
ryi
v
�a
L
m6m
p
(p
ial
I
A�I,I
i
�I
T
2 (
I
Jil
crewi O� no
W16-57 1
O
C
TYPICAL ANCHORS
'
SEE ELEV.
Y
FOR SPACING
m
EHGEa DIST,
o
3
7
m
a
F—------- �,
METAL �IrMIA-MI---DADS--- COUNTY--A-PPROVED I�
STRUCTURE I MULLION & MULLION ANCHORS I1
I� SEE SEPARATE NCA �1
1 EDGE DIST. II
I I�
OPTIOiJAL TO
SPRING LATCH
>
U
ji
I I
i I
m
TYPICAL ANCN.ORS
SEE ELEV.
FOR SPACING
TYPICAi ANCHORS
SEE ELEV.
FOR SPACING
TNEEPHOLES:
Wi = 1-3/S11 X 1/4" WEEPHOLES AT 4" FROM EACH END
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND MCIAL STRUCTURE NOT BY E.S. WINDOWS z cm
MUST SUSTAIN LOADS [IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCiiOFcS: sEE ELEv. FOR sPActtJc
D[A. ULTRACON BY `ELCO' (Fu=177 KSI, Fy=155 KSI)
iNTG 2BY WOOD BUCKS OR WOOD STRUCTURES
MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 18Y BUCKS INTO CONC. OR BLOCKS
MIN. EMBED INFO CONCRETE (HEAD/JAMBS)
MIN. EMBED INTO BLOCKS (JAMBS)DIRECTLY INTO CONCRETE OR BLOCKS
MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
MIN. EMBED INTO BLOCKS (JAMBS)
IA- TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
NTO MIAMI—DADS COUNTY APPROVED MULLIONS
OR
N C METAL STRUCTURES (HEAD/JAMBS)
(3) THR ADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMWUM: 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 EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1 / 2" MIN.
IN+?G WGGD STRUCTURE = 1° MIN. _
INTO METAL STRUCTURE = 3/4" MIN.
WGGD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE ATI HEAD, SILL OR JAMBS fo = 3000 PSI MIN,
C—SO HOLLI UK/FILLED BLOCK AT JAMBS = m = 2000 PSI MIN.,
PRO^UCT REMISED `
as complying with the Florida ?fie 70Sg2
8uiiding Code 1
wea-Ido. 17=1114.07 A
Expiration Date 05104/202207
1— `
STATE OF
ORID
Miam'o-$a riod=t Control i� ups •••.. \�
a
_► m
a
zIUF-
i
zl �
M
u
drawing no.
WI 6-57
Iw
1
O
D
1/4" MAX. M6 M6 E6 M18 M23 M22 3/S MAX Z m
�- { M11 M19 M7 H1M5 it
SHIM Q N g
M73 M15 1. 0 p p co,
w I J TYPICAL ANCHORS 0 W N
,I SEE ELEV. Q, a F
m V FOR SPACING p I-
o�
Iri a
r 1 1/2 r i °
m03 1 1/4t O'oZm o 0
'' ' I I OIL pal
I MIAMI-DADE COUNTY O
APPROVED MULLION n
_ _ v SEE SEPARATE NOA
�,2
__
p m
EXTERIOR—
/ I
/ ( E4 E14 P D'u OPG. — _ _
1BY I:� j I. I - - I 1
J WINDOW WIDTH WOOD BUCKS
=— --
LTYPICAL ANCHORS
SEE ELEV. x
i FOR SPACING = - - 1C�10 'i
w W
_— ——��+�__ IIzs, � ` 1
TYPICAL ANCHORS N
SEE ELEV,
FOR SPACING
m
WINDOW WIDTH I WINDOW WIDTH.
w z EOE
a
�<vi
M 31 r-^A6) M22) W M6
1/4" MAX. `- �% M23 M15' . 1/4" MP,x. '' it
SHIM \ SHIM S
I
I ' SEEPEICAvNCHORS22
Is�u�l t
i . 4 ELE
FOR SPACING
I TYPICAL ANCHORS 1 '
SEE ELEV.� j _ .._.. ._.._ .._.._ _ _.. _ FOR SPACING 4` � � a. .�' -_ _._ �_.--- .__ .__ rz
l j
I
v 41
SCREENOPT.-_-__--___J' ftt �I I/ p'.�. rr' jjjj c oLN G'
Iva
EXTERIOR�� C dq �0
M TA J #e e ` PRODUCT REVISED �
r- WOOD BUCKS
STRUCTURE 8 18 - r e as complying with the Florida
�� �� Building Code z
WINDOW WIDTH.NOA-No. 17-111.4.07
Expiration slat l04/2022—
o® oiAMIE of •�
By d'ZOR1Oa;°•°• ��:
Miami- product Control °i e�� �N '` �+i 1 6-57
' ON,
es \�
gigs pp144\\\ sheet cf 1C
cnrc nicr
SiRUC URE
TYPICAL P.NCHORS
SEE ELEV.
FOR SPACING
MIAMI-DADE COUNTY APPROVED
MUWON & MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST.
I
TYPICAL ANCHORS
SEE ELEV_
FOR SPACING
1l4" MAX.
TYPICAL ANCHORS
SEE ELEV.
f"OR SPACING
'G
O
ALT.
i7iaTALFATION i3ETALS I�'iTH FiIiSH FivAivLE ADAPTEF. ` ��:� gGEtia�°�� �:'
SEE SHEETS 4 & 5 FOR WINDOW DETAILS PRODUCT REVISED '
92
as complying with the Florida �'S
Building. Code S
NOA-No, 17-1114.07 0
Expiration Date M00412022 �® - STATE OF
DN
y `
mia i- roduct Control
1l19i11�,��
vl
1'I
t]
�
�
v
I
Z
6
~Ly
C,i
Z(
m
0
nl II al
�1I�IIz�
drewinc no.
vv� 6-57 i
ILLUSTRATNE DTLS. ONLY
EXT. OR INT. FINISHES
NOT BY E.S. WDW.
�J
ALT.
ALT.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
z_
�
z
a
Q10 TEKS/SELF DRILL'NG SCREWS
AT 6 FROM ENDS
Ai1D 12 O.C. MAX.
�10 TEKS/SELF DRILLING SCRE`NS
AT 6 FRCM ENDS
AND 12 O_C. MAX.
TYPICAL ANCHORS
SEE ELEV.
'OR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
)4 WOOD SCREWS (GRADE 2 CRS)
IN70 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN, PENETRATION INTO WOOD
1/4" MAX.
MIN.
TYPICAL ANCHORS
D
ALT.
�10 It�.S/$GLF DP.ILLiNG SCREWB
AT 6 FROM ENDS
AND 12 O.C. MAX.
E�`I`ER=OR
u INS'I'_ALL_�TION LE'IAILS KITH FIN FR= 1,yi AJA?'TER
SEE SH �� 4 &5 FOR WINDOW DETAIa p�®DUCT REV}SED
z < as complying with the Florida-
Building Code NOA-No. 7-9114.07
N
\i Expiration Cate -/04/2022
By
M
p
3
o
^
z
=
U
wII
J
j
=
w
�
�
z
17
J
Z
O
m��� fSYAaEOF = 1 % drawing no.
W16-57
sheet 7 of 00
U
7 ro �%
J
0� 0
z
o- a
Q� gcrioi a
(L ? o
�oo`m of
N
aW
O H a
0hh
ci C ui d
SYm °o
0 N
W h
O
�y� not
M
`( YZI Cm} F
m
Ii 1 n
0
I (i �I
I
J J w i
zry
V) V)
C) i
< o`
i Z 3 J
7 Z LL o f
M
� I L� Ln
i w
i I!W..i g:� it
�I I
�J
N'
cic
olw i
IiII a
2 ijll!� f z
Iloc61
'm
j I
PRODUCT REVISED `\
as complying with the Florida
Building Code a �G, 70592
t NOA-No. 17-1114.07 S'
jI Expiration Date 05/04/2022
STATE OF dmwir
Nis t- Product Control 0. f; zoFt1O9'.• ° ��: t
�V ���.� ,�'16-57
ZONAL
��Uisltltt� sheet 8 of 10j
TTRir � PART � REQD. DESCRIPTION
MdTF.RL4L
hfA.\*P./SDPPLI&R/REMARKS
El
ES-EL107A
1
FRAME HEAD
6063-Tb
-
£2
ES-EL1 C2
1
FRAME SILL (STANDARD)
6063-76
-
E3
ES-ELi03
1
FRAME SILL (HI -RISE}
6083-76
-
E4
ES-EL704
2
FRAME JAMB
6063-Tfi
-
E5
ES-EL705
1
VENIT TOP RAI!
6063-T6
-
E6
ES-EL?05
1
VENT BOTTOM RAIL
6063-T6
-
E7
ES-EL107
2
VENT SIDE RAIL
6063-Tfi
-
E8
ES-EL108A
i 1
FIXED MITG. RAIL
6063-T6
-
E9
ES-c�109
AS ROD.
GLAZING BERG (5/16" LAM. GLASS)
60b3-T6
{ -
E10
ES-fL110
AS ROD.
GLAZING BEAD (7/16" LAM. GLASS)
6063-T6
-
E11
ES-EL11'r
AS ROD.
GLAZING BEAD (INSUL LAM. GLASS)
6063-T6
-
E72
I ES-EL712
AS REOD.
FLUSH FRAME ADAPTER
6063-T6
-
E13
ES-EL173A
AS P.EOD.
HEAD SCREW COVER
60"o3-T6
-
E14
£5-EL114
AS REOD.
JAMS SCREW COVER
6063-T6
-
E75
ES-El
ASftEOD.
� FLUSH FRAME ADAPTER WTf}f FIN
6063-T6
-
M1
ES-SOGBA
AS REgD.
GLAZING BEAD BULB
` SWCONE
DUROMEiER 65s5 SHORE A
M2 -
�100-GOt
AS REOD.
VENT BOTTOM GASKET
� EPDM
DURGMETER 55t3 SHORE A
M3
80-372A
2/ LITE
SETTING BLOCK AT if4 POINTS (LAM. GLASS)
I SILICONE
DUROMETER80�6 SHORE A
M4
'eLtOG-.E01
I 2f LffE
SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS)I
SILICONE
DUROMETER 80t5 SHORE A
MS
g300T790
AS REOD.
O-LONZ WEATHER SEAL AT SILL
URETHANE FOAM
! -
i M6
� 23271 NG
i AS REOD.
PILE W'STR!PP1NG Wlh! PLASTIC FIN
POLYPROPYLENE
-
! M7
f5-Et1i5
4/ VENT
VENT TOP GUIDE (SPIRAL BALANCE}
I CELCON
-
M8
ES-EL176
2/ VENT
VENT TOP GUIDE (BLOCK & TACKLE BALANCE)
E C£LCON
-
M9
SKOB-4010
2/ VENT
SPRING LOADED LATCH
� 6063-T6
� ALTERNATE TO SWEEP LATCH
M70
ES-1012
2/ LATCH
LATCH SPRING
Si. STEEL
-
M71
SL302-XX
2f VENT
SWEP LATCH
DIE CAST ALUM
-
M12
FAS255129
2
WEEP HOLE COVER
NYLON
-
M13
SERIES 85
2/VENT
� BLOCK &TACKLE EALANGf
CRS
-
M14
15P19 i
2,NENT
BALANCE TAKE OUT CHIP i
ST. STEEL
-
M15
-
2/VENT
SPIRAL BALANCE CLASS 6
CPS
-
M16
21603
-
NON TILT
Si. SEEL
- f
M77
ES-004
2 -VENT
GUIDE
NYLON
-
M78
ES-iC00-P1L
-
LEFT NOTCH CAP
NYLON
-
Mi9
ES-1C00-FIR
-
RIGHT NOTCH CAP
NYLON �
-
MI20
PttJDIENTE
-
SASH STOP-
M21
�e X 1'
-
FLUSH FRAME ADAPTER ASSEMBLY FASTENERS
5"�. STEEL
FH SMS
M22 I
II
�8 X 1" k
-
FRAME AND `LENT ASSEMBLY FASTENERS
ST. STEEL
PH SMS
Mti j
�10 X t-1/4'SPIRAL
BALANCE ASSEMBLY FASTENERS
ST. STEEL
FH SMS
M24 I
�6 X 1 f2'
V-_T'T GUIDE ASSEMBLY FASTENERS i
SF. STEEL
-'; SMS
--M25 �
M25
�8 X 3/4'
i8 X ]; 2'
-
- i
SWEEP LATCH FASTENERS
"i0N TILT FtiTE�tERS
ST. S'f-u1
ST. 5T<�
FH SMS
PH SMS
1
2
FRAME HEAD
RX. MEET;NG RAIL
VEN?' TOP RAL
VENT BCTf'vM PAIL
i9
0
i! FRAME JAMB
O FRAME SILL (SANDARD)
E3 FRAME SILL (H?-RISE)
—.040 ,277
'—r
1.740 —q
HFAD SCREW COVER
F�-
1.187
i
.040 625
i
-d .683 I�-
VENT SIDE RAIL
JAMB SCREW CCVER
2.857 —j
r-.045
500 —7
.625
�k2.780—�i
i7 � �e12J FLUSH FRAME ADAPTER
1
FLUSH FRAME ACAPTEP. WITH FIN
SPRING LOADED LATCH
E33
F
MO974
I
G^g, a
Sao
625
n. .050 .9I
8
.202
Et0
GLAZING BEADS
PRODUCT REVISED
as complying with the Florida
Suiiding Code
tvoa No. i7-1114.07
Expsration Date 5/04/2022
Maanii !aWe Product Control
li
w
l
it
c�
n
�
z
n
�
N
V
w
n
!
g' (fSdAsO;' ,CfS 1 drawing no. 11
isheet 10 of
VENT TOP CORiJER
VENT BOTTOM CORNER
FRAME TOP CORNER
FRAME BOTTOM CORNER
FiN FRAP�IE ADAPTER CORNER
Pi2DDUCT REVISED
as complying with the Florida
Building Code
NOA-Na° 17-11 Uv07
Expiration Dat 5104/2022
By ��
lNiami-Da Product Control
n
A
31
o!
�
�
�
o
�
z
i
M
�
drawing na. I
W16-57 1i