HomeMy WebLinkAboutNOA; Series EL-150 Aluminium Single Fixed Windows - L.M.IAsghar l Digitally signed by
• AsgharJ. Fathi,
Fathi, AA0016049
M iAM l-DADS Date: 2020.04.20 MIAMI DADE COUNTY
AA0016049 . 11:07:16-04'00' PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roam 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gWeconomv
ES Windows, LLC REVIEWED FOR
3550 NW 49`h Street
Miami, FL33142 CODE COMPLIANCE
SCOPE: T. SE dJ SIT D p�
This NOA is being issued under the applicable rue J� gulations governing the S=s Pat�rials.
The documentation submitted has been reviewNbEapted 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 AFIJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in the
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke
this acceptance, if it is determined by. Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "EL-150" Aluminum Single Fixed Windows - L.M.I.
APPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled "ES-EL150.Fixed Aluminum Wdw. (L.M.1)","
sheets I through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, 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.
Limitations:
1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2.
2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval),
when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such
installation for tributary end load and required anchors.
LABELING: Each unit shall bear a pepmanent 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 # 16-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No. 17-1218.12
MIAMI•DADE Cii n Expiration Date: May 18, 2022
Approval Date: February 08, 2018
Page 1
tot
�4
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2- Drawing No. W16-70, ,titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1
through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, RE.,.
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
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated
11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes,
P.E.
2. 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 marked --up drawings and installation diagram of aluminum fixed window,
prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated
05/10/2017, signed and sealed by Constantin Bortes, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014),. dated 11/16/2016 and revised on 12/21/2016, 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).
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
07/04/18.
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 11/11/18.
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.
Is aq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1218.12
Expiration Date: May 18, 2022
Approval Date: February 08, 2018
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 511 Edition (2014), and of no
financial interest, dated 11/16/2016, 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. Statement letter of no financial interest, dated 11/22/2016, prepared by Black -water
Testing, Inc., signed by Dennis Duffy.
3. Test proposal 4 16-1476, approved by REP, dated 12/16/2016.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1
through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq.
Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance.
B. Test
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 of conformance to FBC 2017 (6t' Edition), dated 11/08/17, prepared
prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises # 16-0617.05, expiring 05/18/22.
Isha4 I. Chanda, P. E.
Product Control Examiner
NOA No.17-1218.12
Expiration Date: May 18, 2022
Approval Date: February 08, 2018
E-2
484 48" 48"
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
44 7/8" 44 7/8" 44 7/8"
D.L OPG. D.L OPG. D.L. OPG.
12" 12" 12"
6" MAX. A MAX. 6" MAX. A IMAX. 6" MAX. ITMAX
"AD
HEAD/SILL HEAD HEAD/SILL HEAD HEAD/SILL CORNERS SILLCORNERS SILL CORNERS
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FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
ES—EL150
FIXED ALUMINUM WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED 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.
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TYPICAL ELEVATION TYPICAL ELEVATION
FLANGE FRAMES FLANGE FRAMES WITH FLUSH ADAPTER
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/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 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 DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
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FLANGE FRAMES WITH FIN ADAPTER
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DAYLITE OPENINGS:
D.L.O. HEIGHT = WINDOW HEIGHT - 3.125"
D.L.O. WIDTH = WINDOW WIDTH - 3.125"
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
7 17
P toauc f REVI'mo
is W-plying yitb R+esi�a
Awtding Lour
AQceptaace No 1 %' 12 It-) Z
Exgiciteeen Date 0 2 Z -
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70592
Tr�, OF
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(sheet 1 of g J
/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
OR
.090" Interlayer
SentryGlos
By `Kuraray Americo, Inc.'
OR
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
a_
m 1/4" HEAT STREN'D. GLASS
SILICONE
M2 I- DOW CORNING 795
I Ij� DOW CORNING 983
�i ii• DOW CORNING INSTANT GLAZE III
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AT 1/4 POINTS ON LITES
M3 WIDER THAN 36" ONLY
GLASS TYPE 'A'
7/16" OVERALL LAM. GLASS
1/8" TEMP. GLASS
/16" AIR SPACE
r—1 /8" HEAT STR EN' D. GLASS
.090" Interlayer
Trosifol PVB
By`Kuraray America, Inc.' R
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
OR
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
1/4" HS. GLASS
SILICONE
o w DOW CORNING 795
~' DOW CORNING 983
z m DOW CORNING INSTANT GLAZE III
V)
V)
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` AT 1/4 POINTS
ALL SIZES
GLASS TYPE 'Ai'
7/8" OVERALL INSUL LAM. GLASS
GLAZING OPTIONS
a_
0
w
x
w
5/32" TEMP. GLASS
5/16" AIR SPACE
F-- 5/32" HEAT STREN'D. GLASS
090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
OR
_090" Interlayer
SentryGlos
By 'Kuraray America, Inc.' R
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
_075" Interlayer
Saflex CP With PET Core
By 'Eastman Chemical Co.'
`-5/32" HEAT STREN'D, GLASS
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
OR
.090" Interlayer
SentryGlos
OBy
'Kuraray America, Inc.'
.090" Interlayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
.075" Interlayer
Saflex CP With PET Core
BY 'Eastman Chemical Co.'
3/16" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 795
DOW CORNING 983
\ DOW CORNING INSTANT GLAZE III
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
GLASS TYPE `B'
7/16" OVERALL LAM. GLASS
SILICONE
DOW CORNING 795
DOW CORNING 983
DOW CORNING INSTANT GLAZE III
AT 1/4 POINTS
ALL SIZES
GLASS TYPE `V
7/B" OVERALL INSUL LAM. GLASS
as COUpiyiag with the 1>
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Ante
Wie
5/16" AIR SPACE CONSISTING OF:
SPACER:
`HELIMA' LOW PROFILE ALUMINUM SPACER
BY `LINGERMANN GMBH'
AROUND THE PERIMETER OF THE GLASS.
PERIMETER SEALANT:
SILICONE
DOW CORNING 791
GE 2000
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drawing no.
W16-70
sheet 2 of
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPES
'B', 'Ai', 'Di'
GLASS TYPE
WIDTH
HEIGHT
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
30"
36"
42"
48"
54"
60"
48"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
68.6
80.0
80.0
60.0
60.0
80.0
80.0
60.0
60.0
80.0
80.0
60.0
60.0
30"
36"
42"
48"
54"
60"
54"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
68.6
80.0
80.0
60.0
60.0
71.1
71.1
53.3
53.3
71.1
71.1
53.3
53.3
30"
36"
42"
48"
54"
60"
60"
80.0
80.0
50.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
88.6
80.0
80.0
60.0
60.0
71.1
71.1
53.3
53.3
64.0
64.0
48.0
48.0
30"
36"
42"
48"
54"
60"
66"
80.0
80.0
60'0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
68.6
80.0
80.0
60.0
60.0
71.1
71.1 .
53.3
53.3
64.0
64.0
48.0
48.0
30"
36"
42"
48"
54"
60"
72"
80.0
80.0
60.0
80.0
BO.0
80.0
60.0
80.0
80.0
80.0
60.0
68.6
80.0
80.0
60.0
60.0
71.1
71.1
53.3
53.3
64.0
64.0
48.0
48.0
30"
36"
42"
48"
54"
78"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
78.0
80.0
80.0
60.0
68.6
80.0
80.0
60.0
60.0
71.1
71.1
53.3
53.3
30"
36"
42"
48"
54"
84"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
76.4
80.0
80.0
60.0
68.6
80.0
80.0
60.0
60.0
71.1
71.1
53.3
53.3
30"
36"
42"
48"
90"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
75.0
80.0
80.0
60.0
67.1
80.0
80.0
60.0
60.0
30"
36"
42"
48"
96"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
73.8
80.0
80.0
60.0
65.8
80.0
80.0
60.0
60.0
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPES
'B'. 'Ai', `Di
GLASS TYPE
'A'
WIDTH
HEIGHT
EXT.(+)
1 NT,(-)
EXT.(+)
1 NT.(-)
30"
36"
42"
102"
8D.0
80.0
60.0
80.0
80.0
80.0
60.0
72.9
50.0
80.0
60.0
64.B
30"
36"
42"
108"
80.0
80.0
60.0
1 80.0
80.0
80.0
60.0
72.0
80.0
80.0
60.0
63.8
30"
36"
114"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
71.3
30"
36"
120"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
1 70.s
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPES
`B', `Ai', 'Di'
GLASS TYPE
A'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
1NT.(-)
19-1/8"
26-1 /2"
37"
48"
53-1/8"
26"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
1 80.0
60.0
80.0
80.0
80.0
60.0
80.0
19-1 /8"
26-1 /2"
37"
48"
53-1/8"
38-3/8"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
77.8
80.0
80.0
60.0
75.0
80.0
80.0
60.0
75.0
19-1/8"
26-1/2"
37"
48"
53-1/8"
50-5/8"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.D
60.0
77.8
80.0
80.0
60.0
60.0
75.9
75.9
56.9
56.9
19-1/8"
26-1/2"
37"
48"
53-1/8"
58"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
77.8
80.0
80.0
60.0
60.0
72.3
72.3
54.2
54.2
19-1/8"
26-1/2"
37"
48"
53-1/8"
63"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
77.8
80.0
80.0
60.0
60.0
72.3
72.3
54.2
54.2
19-1/8"
26-1/2"
37'
48"
53-1/8"
76"
80.0
80.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
60.0
77.2
80.0
80.0
60.0
60.0
72.3
72.3
54.2
54.2
J
f�
WINDOW WINDOW
WIDTH � WIDTH
I I
z
z
w
O
z
z
WINDOW WIDTH WINDOW WIDTH
w
-1
L- -J
WINDOW WIDTH
-----I
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WINDOW WIDTH
W �
WINDOW WIDTH
LzrJ I %% I
3
WINDOW WIDTH
WINDOW WIDTH
U'
3
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
es cwupl3'ixt with the 11"02
Istadingeode
Acceptance No
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€apirmiea Date
mac' '.� i • �lss^t tra&
L
NOTE:
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
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drawing no.
W16-70
sheet 3 of g
TYPICAL ANCHORS
1 BY
WOOD BUCK SEE ELEV. v
FOR SPACING
in
G° EDGE DIST: a
' o'
E1 I M1
Oi• i is � WOO
E2
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
STRUCTURE
r--------------------
r- --- --- ----- ---
I MIAMI-CADE COUNTY APPROVED I
II MULLION & MULLION ANCHORS II
I� SEE SEPARATE NOA �1
I{ Il
t t EDGE DIST. h i �
t II
L - ---- ----- ---- JJ
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
! { TYPICAL ANCHORS: SEE ELEV. FOR SPACING
II it II 1 /4" DIA. TAPCON BY 'ITW(Fu=125 KSI. Fy=100 KSI)
1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
is is I: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
I I I
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
= 0 1-1/4" MIN. EMBED INTO MASONRY (JAMBS)
o DIRECTLY INTO CONCRETE OR MASONRY
3 O !j ! 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO MASONRY (JAMBS)
ftODUC F RED
+��Gswft wkhthe mal4a, 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
!� !� '"g° • 2 INTO MIAMI—DADE COUNTY APPROVED MULLIONS
W !! II Ameptaacr Ne t r l2 I
II II EspPnAft Datse P
OR
Z INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
ii !its ro�octC (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)
I:p I I:G
TYPICAL EDGE DISTANCE
i! j! li d ij
INTO CONCRETE AND MASONRY = 2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
i it i, i! ii INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
f r r E2
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
is is
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$OAS
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a I a° I e f �10592
d. ° °. ` EDGE DIST. 1BY
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TYPICAL ANCHORS 9 TYPICAL ANCHORS ie��°°•-. P°°° ®\`�
FSEE OR Slie
PACING EDGE DIST. FSEE OR SPACING
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FOR SPACING
MIAMI-DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
II II
II II
I I
II II
II IE
II II
I I
II II
II II
I I
II II
II II
I t
WINDOW WIDTH
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WINDOW WIDTH
L ANCHORS
LEV.
PACING
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METAL
FOR SPACING
MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST. /K
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1 /4" MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
4�
=4'
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INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS
SEE SHEETS 4 & 5 FOR WINDOW DETAILS
PRODUC F REIVISED
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ILLUSTRATIVE DTLS. ONLY
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NOT BY E.S. WDW.
0
ALT.
ALT.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
#10 TEKS/SELF DRILLING SCREWS
AT 6 FROM ENDS
AND 12 O.C. MAX.
#10 TEKS/SELF DRILLING SCREWS
AT 6 FROM ENDS
AND 12 O.C. MAX.
z a
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
J10 WOOD SCREWS (GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
1 /4" MAX.
GAP
1/2" MIN.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
0
ALT.
#10 TEKS/SELF DRILLING SCREWS
AT 6 FROM ENDS
AND 12 O.C. MAX.
EXTERIOR
WINDOW WIDTH
INSTALLATION DETAILS WITH FIN FRAME ADAPTERS
SEE SHEETS 4 & 5 FOR WINDOW DETAILS
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1.562
FRAME
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1.670
FRAME SCREW COVER
2.857
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—I.
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FLUSH FRAME ADAPTER
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GLAZING BEADS
ITEM
PART #
REQD.
DESCRIPTION
MATERIAL
MANP./SUPPLIER/REMARKS
E1
ES-EL151
.1
FRAME
6063-T6
-
E2
ES-EL152
AS REQD.
FRAME SCREW COVER
6063-T6
-
E3
ES-EL109
AS RQD.
GLAZING BEAD (5/16" LAM. GLASS)
6063-T6
-
E4
ES-EL711
AS RQD.
GLAZING BEAD (INSUL LAM. GLASS)
6063-T6
-
E5
ES-EL712
AS REQD.
FLUSH FRAME ADAPTER
6063-T6
-
E6
ES-EL115
AS REQD.
FLUSH FRAME ADAPTER WITH FIN
6063-T6
-
E7
ES- EL110
AS RQD.
GLAZING BEAD (7/16" LAM. GLASS)
6063-T6
-
M1
#8 X 1"
-
FRAME ASSEMBLY FASTENERS
ST. STEEL
PH SMS
M2
ES-5008A
AS REQD.
GLAZING BEAD BULB
SILICONE
DUROMETER 60±5 SHORE A
M3
80-372A
2/ LITE
SETTING BLOCK AT 1/4 POINTS (LAM. GLASS)
SILICONE
DUROMECER 80±5 SHORE A
M4
EL100-B01
2/ LITE
SETTING BLOCK AT 1/4 POINTS (INSUL LAM. GLASS)
SILICONE
DUROMEIER 80±5 SHORE A
M5
#8 X 1"
-
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ST. STEEL
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drawing no.
Wi 6-70
sheet 9 of 9