HomeMy WebLinkAboutAPPROVED NOA FDM I®OIA�E
r
OPENING# 8
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE
E.S. Windows, LLC
3550 N. W. 49" Street
Miami, FL 33142
MIAMI-BADE COUNTY
PRODUCT CONTROL SECTION
11805 5W 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miam id ade.eovieconomy
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 [-laving 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 ilorida Building Code,
including the igh Velocity Hurricane Lone.
DESCRIPTI f N: Series "3000" Aluminum Outswing French Doors w fwo Sidelites
APPRUVAL , utswing French Doors
(LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, f, 6.1 and 7 of7, prepared by Al-Farooq Corporation, dated 06/10/2004
and last revised on 01/11/2021, signed and scaled 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
Limitations:
1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) options shall control.
2. See sheets 1 & 2 for doors, 2.1 for single sidclite and 2.2 for doors w1 sidelites (ReinflunRinf) mullion options
within tested frame area.
3. The Water Rating +DP with STD sill= +70 PSF (X & XX) and Hi -Rise sill = +90 PSF (XX) and +100 PSF(X).
4. The frame are of alternate size must not exceed 97.58 W, nor panel tested area and max. Panel height.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia,
state and series and following statement: "Miami -Dade County Product Control Approved", 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 tennination 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 #17-1226.11 and 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 Sifang Zhao, P.E.
MIAFaAMCODI TY F.- NOANo.21-0113.10
} Expiration Da December 20, 2023
Approval) e: Fetrruary 25, 2021
02/25/2021 Page 1
E.S. Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SLiBMITTED
1. Evidence submitted in previous NOAs'
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under NOA # 09-0825.04)
2. Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LMI)",
sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Faroeq Corporation, dated 06-
10-04 and last revised on DEC 05, 2018, 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(see sheet 2)
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, TAS 202-94
Along with marked -up drawing and installation diagram of aluminum outswing French
door wl Sidelite (OXX), prepared by Intertekl Architectural Testing, Inc., No. F2673.01-
450-18, dated 11/16/15, signed and sealed by Joseph A. Reed, P.E.
(Submitted under NOA # 16-0316 06)
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(see sheet 2)
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, TAS 202-94
Along with marked -up drawing and installation diagram of aluminum outswing French
door wl Sidetites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated
10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been
revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, F.E.
(Submitted under NOA #09-1217.03)
3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test
report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both
signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per
TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed &
sealed by Carlos S. Roinda, P. E. (Submitted under NOA # 09-0825 04)
4. 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(see sheet 2)
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, TAS 202-94
Along with marked -up drawing and installation diagram of aluminum Single and double
doors outswing French door wl Sidelite (OXX), prepared by Blackwater Testing, Inc., No.
BT-ESW-16-011, dated 03116/ 17, signed and sealed by Constantin Bortes, P.E.
(Submitted under NOA # 17-1226.11)
5ifang 2hao, F.E.
Product Control Examiner
NOA No. 21-0113.10
Expiration Date: December 20, 2023
Approval Date: February 25, 2021
E -1
E.S. %Vindaws, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis complying with FBC (2017), prepared
by A] Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies wl ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for the "Sentry Glass 0 Interlayer",
expiring on 0714123.
2. NOA No. 16-117.01 issued to Kuraray America, Inc., Inc, for the "Kuraray Trofosil Ultra
clear and Color PVB Interlayer, expiring on 07/09/19.
F. STATEMENTS
1. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd
09/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR).
2. Statement letter of conformance to FBC 2017 (6'h Edition) and letter of no financial interest,
prepared by A! Farooq Corporation, dated 09115/17, signed and sealed by Javad Ahmad, P.E,
G. OTHER
1. This NOA revises and renews NOA # 17-1114.03, expiring 12116123.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. W04-51 Rev ]tit, titled "Series -3000 Alum Outswing French Doors (LMI)",
sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation,
dated 06/10/2004 and last revised on 01111/2021, signed and sealed by Jalal Farooq, P.E.
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. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol&
Ultraclear, Clear and Color PVB G12ss Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for thcii-
"SentryClasc (Clear and White) Glass Interlayers", expiring on 07104/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 7th Edition
(2020), and of no financial interest, dated 01/08/2021, prepared by Al-Farooq Corporation, signed
and sealed by Jalal Farooq, P.E.
G. OTHER
1. This NOA revises NOA # 17-1226.1 t, expiring 12/16/23.
sifang Zhao, F.E.
Product Control Examiner
NOA No. 21-0113.10
Expiration Date: December 20, 2023
Approval Date: February 25, 2021
E -2
(4) ANCHORS 35 3/16'
AT MTG. STILES SIDELITE Wli]
AND MULLION ENDS
6" MAX.
HEAD/SiLL A
CORNERS
EI r II
a
�a
�w
w
In
d = I-
41 pp N
a-
pp a
O
J
w
0
6
I,
29 5/16" 1`
D.LD.L. OPG.
f
146 3/8' I.IAX.
OVERALL FRAME WIDTH
76' MAX.
DOOR FRAME WIDTH
3" B" 3"
C
rl
/ EI
II
I1
III
II
II
(FLUSH
ill `OLT
[1 \
II
D ii \
FI
ACTIVE
b.L. OPG.
\ 17B
F it l
BOLT,
LOOK OPTI0�5
-SEE SHEET
FOR CAPACITY\
f
f
� f
FLUSH
BOLT
INACTIVE
r
12"
MAT(.
HEAD
SILL
35 3/16"
SIDELITE WIDTH
6. —
I
29
' 33 5/16 36 13/16 1 OXXO j 33 5/16"
PANEL WIDTH LEAF WIDTH LOCK OPTION #1 19 PANEL WIDTH
MAX. FRAME AREA NOT TO EXCEED 97.56 SO. FT. PER 1 2014
SERIES-3000-ALUM OUTSWING FRENCH DOOR
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELITES.
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR,
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2020 11 EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (Ill
1BY OR 213Y 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, SPACER 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-COMPRESSBL.E.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2020 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.
DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASi
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
(4) ANCHORS
AT Ill STILES
2f
6" MAX.
HEAfl/S4LL
CORNERS
m w BUTT HINGES
Cr
SEE SHEET 2
'a O FOR CAPACITY
DR HAHN 2 PIECE HINGES
SEE SHEET 2
FOR CAPACITY
TYPICAL T
TESTED UNITS
THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
1USTRUCTIO NS,
USE CHARTS AS FOLLRaws.
STEP 1
DETERMINE DESIGN WIND LOAF] REQUIREMENT RASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD_
STC;P 2
FOR SINGLE (x) AND DOUBLE (XX) DOOR CAPACITIES
SEE SHEET 2.
USE LOWER VALUES FROM GLASS, HINGES. LOCK AND
FRAME SILL OPTIONS USED.
STEPS
FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1.
STEP 4
FOR SIDELITE COMBINATION WITH Ill OR SIDELITE
SEE MULLION CAPACITY CHART ON SHEET 2,2.
5Til 5
THE LOWEST VALUE RESULTING FROM STEPS 2, 3
AND 4 SHALL APPLY TO ENTIRE SYSTEM-
7 6' Ill
FRAME WIDTH
73`
DOOR 011 WIDTH
3" 6" 3" k
r S
II
+
\
BOLT,
it
I
LOCK 6FT1ONS
SEE SHEEN 2
I
FOR CAl
3a OINK
/ \
N/
f
\; i
f
I
I
/
I \
Fii
6�LT
II
k
f
II
I
ACTNE
INACTIVE
' I I I 1 1
28 3/ 16"
D.L. OPG.
(XX)
LOCK OPTION #2
NOTE:
FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF
AND EXPOSED ON ACTIVE LEAF
SEE DETAIL G ON SHEET 5.
DOOR LEAF WIDTH (X) = FRAME WIDTH - 2.8125"
DOOR LEAF WIDTH ii _ (FRAME WIDTH - 2.375")/2
DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500"
SIDELITE PANEL WIDTH = SIDELITE WIDTH - 1.875"
PRODUCT REVISED
as complying with the Florida
Building Code n
NCIA-11i 21- 01 1 3.1 0 2021
Expiration Date 1 2l 2 012 0 23
By r
Miami -Dada Product Control
PIVOT HINGES
SEE SHEET 2
FOR CAPACITY
No. 8122
Z 'M
G
da�yy p� a-
Yi 0 p i tq U
N
C°F
Duo<B
a WZ)°"
wy_ e
JZM ulQ W 01� �
u07
1
CI
C r�i
= o
z
w
z J �
0 n
0 n n
� � n
zILL.
CI C) y
W tIT in Ln Q �
laJ <
drawing no.
W04-51
7,
J
J
! K
to
w
LOCK OPTION 1 & 2
FRAME WIDTH
r� 4
J
oG
\
i
r
\
LOCK OPTION 1 & 2
x• nnnRc
DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS)
FRAME HEIGHT
INCHES
FRAME WIDTH
INCHES
GLASS TYPES
HINGES
LOCKS
A', 'D'
C. do 'E' F'
'G' & 'H'
OPTION '1'
'2' 8c '3'
OPTION '1' OPTION '2'
EXT. (+)
INT. (-)
'EXT. (+}
INT. (-] EXT. {+)
INT. [-)
EXT. (+)
INT. (-)
EXT. (+}
INT. (-)
EXT. (+) INT. (-)
EXT- (+)
ItNT. (-) EXT. (+)
INT. (-)
37- s /2
70.4
84.0
i D0.0
120.0
70.0
80.0
90.0
90.0
100.0 1200.
70.0
80.0 100.0
120.0
55-3/s
39-5/8
-
-
90.0
90.4 100.0
120.0
70.0
84.0
90.0
90.0
100.0 120.0
70.0
84.0 1OO.0
120.0
NOTE:
LOWEST VALUE SELECTED FROM OPTION WILL. APPLY.
•YY' rnnnnc
DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE ❑PTIONS)
FLAME HEIGHT
INCHES
FRAME WIDTH
INCHES
GLASS TYPES
HINGES
LOCKS
'A , 8' & 'DI
'C' & 'E'
IF,
'G' & 'H'
OPTION '1'
.2' & .3'
OPTION 1' & '3'
OPTION '2'
EXT. (+)
I INT. (-)
EXT. (+) INT. (-)
EXT. (+}
INT. {-}
E]CF. (+)
I INT. (-)
EXT. (+)
INT. {-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
EXT. (+)
INT. (-)
71-3/4
70.0
80.0
90.0 90.0
90.0
90.0
70.0
1 80.0
90.0
90.0
90.0
1 90.0
70.0
80.0
90.0
90.0
95-3/4
76
-
-
90.0 90.0
90.0
90.0
70.4
1 80.0
90.0
90.0
90.0 1
90.0
70.0
80.0
90.4
90.0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
HINGES
:
OPTIOLL 01:
THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS'
(3) HINGES PER LEAF AT II - FROM TOP & BOTTOM
AND AT MIDSPAN
FASTENED TO DOOR FRAME AND LEAF WITH
#10 X 1" FH SM5
(6) SCREWS AT FRAME, (5) SCREWS AT LEAF
OPTION 12:
FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES'
WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM
COVER PLATES, ST. STEEL PIVOTS AND CALV. STEEL
BRUSHES AND SCREWS
(2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM
FASTENED TO DOOR FRAME AND LEAF WITH
5/16-24 X 1' FH MS (2) PER WING
OPTION-4
SERIES 60AT (DR HAHN A701) DIE CAST ALUMINUM HINGE
BY 'OR HAHN'
(2) HINGES PER LEAF AT 8-1/2' FROM TOP & BOTTOM
FASTENED TO DOOR FRAME AND LEAF WITH
D.L. OPENINGS: (2) 5/16-24 X 1" HEX DRIVE FLAT HEAD SCREWS
D.L.O. HEIGHT = LEAF HEIGHT - 8,1875" (STD. BOT. RAIL)
D.L.O. HEIGHT = LEAF HEIGHT - 11,9375" (HI RISE 60T. RAIL)
D.L.O. WIDTH = LEAF WIDTH - 5-625"
4YIDTHS:
FRAME WIDTH LEAF WIDTH
DAYLITE OPG-
31-1/2"
28-11/16'
20-1/16"
37-1/2"
34-11/16"
26-1/16"
39-5/8"
36-13/16"
28-3/16"
59-3/4"
28-11/16"
20-1/16
71-3/4"
34-11/16'
26-1/1V
76'
36-13/16"
26-3/16'
NOTE:
DOOR WIDTH AND HEIGHT MUST
COMPLY WITH EGRESS REQUIREMENTS
PER F"DC WHERE REQUIRED.
HEIGHTS:
DAYLITE OPG.
FRAME HEIGHT
LEAF HEIGHT
STANDARD
BOTTOM RAIL
HI -PROFILE
BOTTOM RAIL
82-1/2"
80'
71-13/16"
68-1/16"
95-3/4"
93-1/4'
85-1f16"
81-5/16'
LOCKINGHARDWARE:
ACTIVE LEAF:
OPTION 11:
SURFACE MOUNT DEAD SOLT LOCK BY 'YALE'
AT 45' FROM BOTTOM, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
FASTENED TO ACTIVE LEAF LOCK STILE WITH
(2) 1/4-28 X 2-1/2' OH MS
LEVER TYPE METALLIC HANDLE AT 37" FROM
BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE
WITH (2) 08-32 X 1-3/4" PH MS.
CONCEALED FLUSH BOLTS BY *SULLIVAN & ASSOC,'
MANUALLY OPERATED LEVERS MOUNTED ON STILE
FACE, LOCATED AT 12' FROM TOP AND BOTTOM
FASTENED TO LOCK STILE WITH
08 X 3/4' FH SM5 (2) SCREWS PER BOLT
OPTION J2
3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39'
FROM BOTTOM
HANDLE ACTUATES DEAD BOLT AND SHOOT BOLTS
ENGAGING AT HEAD AND SILL
KEY OPERATED ON EXTERIOR ANO THUMB TURN ON
INTERIOR
FASTENED TO ACTIVE LEAF LOCK STILE WITH
(2) #8-32 X 2" OH MS
OPTION 131
4-POINT MORTICE LOCK SYSTEM BY 'INTERLOCK'
AT 39' FROM BOTTOM
HANDLE ACTUATES DEAD BOLT AND SHOOT BOLTS
ENGAGING AT HEAD AND SILL
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR
FASTENED TO ACTIVE LEAF LOCK STILE WITH
(2) #8-32 X 2" OH MS
INACTIVE LEAF (FOR USE WITH OPTIONS 1.2 & 3)
CONCEALED FLUSH BOLTS BY 'SULLIVAN do ASSOC,'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
12" FROM TOP AND BOTTOM
FASTENED TO LDCK STILE WITH
#8 X 3f 4" FH SMS (2) PER BOLT
WATER INFILTRATION LIMITATIONS:
WHERE WATER INFILTRATION RE51STANCE 15 REQUIRED
LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS
STD. SILL - +70.0 PSF (X & XX DOORS)
HI -RISE SILL - +90.0 PSF (XX DOORS)
+100.0 PSF (X DOORS)
EXCEPT GLASS TYPES 'G' & 'H' REQUIRE HI -RISE SILL
FOR ALL CASES.
3 Y
1
1.500 2.000
1 M-d
PRODUCT REVISED
as complying with the Fiorida
Building Code
NOA-No. 21-01 13.1 D
Expiration Hate 12/2 W 2 0 2 3
By
Miami -Dade Product Control
JAN 1 12021
+1j
LVp. 81223
bi-
� Ln
Ja
Z M m
a
1 - t'F ` O
ISNn
O'�ffm
d
aaa
0 Ir
O
aWMU„
Jcae��s
W QI
LA U
U LA V O
� 9WL 555u5���� a p
w
� 6
I N �
p \ F
a
v
v° $ v u
drawing no.
Woo--51
( 0 )
STATIONARY PANEL (0) OR SIDELITES
DESIGN I.DAD CAPACITY - PSF
FRAME HEIGHT
FT./IN,
FRAME WIDTH
INCHES
GIASS TYPES
1% V, 'If'
C'. 'E'
T,
G' k
EXT.(+)
I INT.(-)
EXT.(+)
INT.(-)
EXT,(+)
INT.(-)
EXT.(-)
INT,(-]
33
70.0
80.0
90.0
90.0
90.0
90.0
70.0
80-0
36
70.0
solo
87.0
87.0
87.0
87.0
70.O
80.0
5/30-1/2
39
70.0
80.0
80.3
80.3
80.3
80.3
70.0
80.0
42
70.0
74.6
7C6
74.6
74_6
74.6
70.0
74.5
33
70.0
00.0
90.0
90.0
90.0
90.0
70.0
80.0
7/0
36
70.0 1
00.0
67.0
87.0
87.0
87Z
70.0
80.0
39
70.0
solo
80.3
80.3
80.3
80.0
70.0
80.0
33
70.0
80.0
87.5
67.fi
1 90.0
90.0
70.0
80.0
8/0
36
70.0
bolo
87.0
87.4
1 87.0
87.0
70.0
80.0
D.L. OPENINGS:
01_0. HEIGHT = LEAF HEIGHT - &1875" (STD. BOT. RAIL)
D.L.D. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE 80T. RAIL)
Q.L.Q. WIDTH = PANEL WIDTH - 4.000"
3/16" H.S. GLASS
.090" Interloyer
SentryGlas
By 'Kuraroy America, Inc.'
3/16" H.S. GLASS
SILICONE
�l DOWSIL 795 �++
s m i m
c7
W GLASS TYPE 'A' W
1/8" H.S. GLASS
.090" Interlayer
SentryGias
By 'Kuraroy America, Inc.'
1 /8" H.S. GLASS
SILICONE
DOWSIL 795
z m
NCo
3
Ir
GLASS TYPE 'E'
3/16' H.S. GLASS
.090" Interlayer
Trasifol PUB
icy 'kuroray America, Inc.
�3/16" H.S. GLASS
SILICONE
DOWSIL 795
GLASS 'TYPE 'B'
1/4" H.S. GLASS
.090" Interlayer
SentryClas
By 'Kuraroy America, Inc.'
1/$" H.S. CLASS
SILICONE
jjj rDOWSIL 795
o ` H
T-
a
i�
�a�.•+ w
w GLASS TYPE 'F' w
1/8" H.S. GLASS A
.090" Interloyer
Trasifol PV8
By 'kuraroy Americo. Inc.'
1 /8" H.S. GLASS
SILICONE
�DOWSIL 795
GLASS TYPE V
1/0- H.S. GLASS
.090' Interlayer
k-Saflex Clear And Color
1/8" H.S. GLASS
SILICONE
rDOWSIL 795
GLASS TYPE 'G'
WALTER INFILTRATION LIMITATIONS:
WHERE WATER INFILTRATION RESISTANCE IS REOUIRED
LIMIJ EXTERIOR LOADS FOR ALL CASES AS FOLLOWS
STD. SILL = +70.0 PSF
HI -RISE SILL = +9&0 PSF
3 -f 3A
2.000
1.500
f7v=-J
STD. SILL HI -RISE SILT
NOTE:
GLASS CAPACITIES ON THIS S"EET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
1/8" H.S. CLASS
.090" Interioyer
Trasifol FVE3
By 'kuraroy America. Inc.
5/32" H.S. GLASS
SILICONE
T DOWSL 795
GLASS TYPE 'D'
3/16- H.S. GLASS
.090" Interlayer
Su Flex Cleor And Color Glass
By 'Eastman Chemical Co.'
3/16" H.S. GLASS
SILICONE
DOWSIL 795
as PRODUCT REVISED
Ln
as complying with the Florida BSI t L 1 I I I f ►1►!!
Building Code
9� I I11 NOA-No. 21-0113.Ln
10 ;�` � 8 ''•. ��r.
Expiration Date 1 212 0/2 0 2 3
No. 2
By ri
Miami -Dade Product Control
35 e
GLASS TYPE H' fr° FLCIRIDP.•'
r3
• to
I
z C*j
r.
11�
a M n'Z
I-y d
z n I
a
�. D p 4 LID, Ip
Iy tV
CY
v b
Cf
O
P1
00.oaK
04Lrr
N
Q
n
a�D
u1 V1 b
aWM vI
J �
� I
_ Z
v
EE
� N
D v LO
N 0
Q �
W r"r,
o
o
I � 4
III a
a
drawing no.
W04-51
sheet2_1of 7
MULLION
DESIGN LOAD CAPACITY - PSF
SIDELITE WIDTH
INCHES
FRAME HEIGHT
FT./IN.
DOOR TO
SIDELITE M1IWDN
SIDELITE TO
SIDELITE M13U
UNREINFORCEDI
REINFORCED
REINFORCED
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
24
27
30
33
36
39
42
6/10-1/2
80.0
80.0
90.0
solo
50.0
90.0
80.0
80.0
90.0
80.0
80.0
90.0
90.0
90-0
90.0
a30.0
80.0
80.0
80.0
79.2
80.0
24
27
30
33
36
39
7/0
1
80.0
80.0
90.0
80.0
80.0
9C.0
90.0
80.0
80.0
80.0
80.0
90.0
90.0
90.0
80.0
80.0
77.9
80.0
18
21
24
27
30
33
36
8/0
71.2
80.0
90.0
90.0
90.0
67.7
80.0
64.5
80.0
61.6
77.7
90.0
83.3
76.4
70.7
58.9
74A
56.5
71.3
54.2
68.5
1- -
UNREINFORCED REINFORCED REINFORCED
DOOR TO SIDELITE MULLIONSIDELITE TO SIDEUTE MULLD
NOTE:
FOR DOORS CAPACITY SEE SHEET 2
FOR SIDELITE CAPACITIES SEE SHEET 2.1.
FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE
LOWER VALUES FROM QOORS, SiDEUTE OR DOOR/SIDELITE MULLION
CHART WILL APPLY TO ENTIRE SYSTEM.
SIDELFFE WIDTH
VuutsLt
nvraat I MAUF W
G A
L
\
D \
B
DOOR
FRAME
51DELITF
WIDTH
WIDTH
{X0)
{Ox)
COVERALL FRAME WIDTH
OVERALL FRAME WIDTH
DOOR
SIDEUTE FRAME
unnTw WInTu
E
F
r/G
\\J
�
J
\
r
s
a \
r
SIDELITE DOOR FRAME
WIDTH WIDTH
��0�
OVERALL FRAME WIDTH
C A
r
i
r
0
OVERALL FRAME WIDTH
Q
DOOR
DOOR ' DOOR
510ELITE
FRAME SIDELITE SIDELITE
FRAME I SIDELITE FRAME
WIDTH
WIDTH WIDTH WIDTH
WIDTH II WIDTH WIDTH
0OX )
nVrPAII FF7auc WInTM
A C
\
/Ll
SIDELITE
DOOR FRAME
SIDEUTE
WIDTH
WIDTH
WIDTH
r-
OVERALL FRAME WIDTH
A C
r
\
i�•
i/'
. ice•
l�'
�
J
\
/
$
fl \
J
SIDELITE SIDELITE DOOR FRAME
WIDTH WIDTH WIDTH
( Xx40 ]
( 0OXX )
PRODUCT REVISED
as complying with the Florida
Building Code
WIDTH SIDELITE WIDTH 39 5/8" MAX. NOA-No. 21-011 3.1 0 \��L'1� I FA'III.0f/
SINGLE (x) DOOR WIDTH Expiration Dace 1 212 0f2 b 2 3 �.`� ��.• `�� ' �f
l
By -�
Miami -Dade Product Control _� No. 8122
�� N
` w
�•1!i! N
I
Z °0 h
o _
F W 4
Q E Kl N a
4 c ^
,5 0
O Na
CL x
cc CI a
V t
aO7[9
O�nd$
O
Ld 0
�ZJ N
a W D W
�z` -0
d Wim r
drawing no.
W04-51
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
a _ EDGE P6T,
' 4
e'
SNAPPED -
IN PLACE(
3/4' MIN.
THROW BOLT
PENETRATION
1/2" MIN.
THROW BOLT
PENETRATION
INTO SILL
0
OPTIONAL
- to -
_ 113Y
WOOD BUCK
3 _
v v%
a I S ■ V �
r q ■ Q � a ■
3/1fi" X 1-1/2" TYPICAL�ELEV. FORRSPACING
WEEP SLOT
2/ SILL AT XX DOORS
1/ SILL AT X DOORS
EDGE DIST. —a
OFEISABLE UNIT
HI -PROFILE BOTTOM RAIL
APPLICABLE TO STATIONARY
AND OPERABLE UNITS
HI -RISE FRAME SILL
APPLICABLE TO STATIONARY PRODUCT REVISED
AND OPERABLE UNITS as complying with the Florida
Building Code
NOA-No. 21-01 1 3.10
Expiration Date 12/2 0/2 0 2 3
BY
Miami -Dade Product Control
'`,r��lr�rrrllfl�/
• • IX*22•
,ter OR ID •R����
I
0
F W a
O U
Q yWy N
W W
� pw LL
0 t Do m
p}m
0 � a A
0'abIn I
Om
N
Q W z - N
N
Jima
W 0� �
O N Q
c° v u
drowmg na.
Woo-51
sheet 3 of 7
EDGE DIST
W
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEVATIONS SEE ELEVATIONS
FOR SPACING FOR SPACING
EDGE DIST. _ _ _ _ _-_-_-_-_--_--_-_--_-_-
METAL -STRUCTURE I MIAMI-DARE COUNTY APPROVED I1
(SEE BELOW) I I MULLION do MULLION ANCHORS
:,SEE SEPARATE NOA j I
LI EDGE GIST. I
Z d d --- --- t
i e a a s
at � � '� s W ¢ � WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS'
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
ARID TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV, FOR SPACING
4" ' (Fu=164 KSI, Fy=148 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1 -1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1 - 1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL./JAMBS)
1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI--DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES HEAD/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
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 EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2 -1 /2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN_
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Ho, 21-01 1 3.10
Expiration Date 1 2/20/2023
Dy
Miami -Dade Product Control
Ho_� 23OR
�
z Z ti
0 Z q 94
Uj I
Q � Lj to
� N a
j
CV
06 3 N Q
O W it
0
°F"' S
QE❑Q.,
015
�z-1 n
Q W D LL
Lot
4 U'j
to
s mI
x L0
C.�
N
0 a) n N
J
3 z '1
3 u7LCE) � I
Y r
O , O
o 6 x
a n r
drowin
W04--51
sheet 4 of
1/4" MAX. #10 X 3/4" SMS
SHIM 2 � a 6" FROM ENDS
& T 4' O. C. MAX.
5 13
L D.L. OPG.
SIDELITE PANEL WIDTH
TYPICAL ANCHORS
SEE ELEV,
FOR SPACING
5�
ACTIVE LEAF
OVERALL FRAME WIDTH
OP71ONAL REINFORCING
SEE SHEET 2.2 FOR CAPACITY
96" X 2" x .96- X 1/8"
FULL LENGTH STL. CHANNEL
(CARBON STEEL. TO BE PAINTED OR PLATED)
LEAF WIDTH
CONCEALED FLUSH BOLTS
AT 10" FROM EACH END 17
WITH LEVERS ON STILE FACE
EXTERIOR
( Ono )
3 POINT LOCK SYSTEM
OR
4 POINT LOCK SYSTEM
ACrIVE LFAF
PRODUCT REVISED
as complying with the Florida
Building Cade
N OA-No. 21-01 1 3.10
Expiration Date 1 2120/2023
B
y
Mlami-0ade Product Control
N
(FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS
_W
MUST BE ENGAGED DURING PERIODS
OF HURRICANE WARNING)
�
IZ m
bsA
z
z
w
a
CONCEALED FLUSH BOLTS
CL
Yi C
0
12 AT 10' FROM EACH END
G W •-
WITH LEVERS ON INSIDE FACE
CL>
Q; 10r LL
IN -ACTIVE LEAF
Q Lj V�1
9
a 0
pdoo.+
o�LLIa
am
aWnL�
N
0
J�W¢�
Q uj o
25
22
LOCK OPTION 41
Cr
m
+o
x
�
L.1
L
Ln
z3�iO
CONCEALED FLUSH BOLTS
12 AT 10" FROM EACH END
1
�i
O Q
WITH LEVERS ON INSIDE FACE
16
I Ld
IN -ACTIVE LEAFi
IN -ACTIVE LEAF
s
� m
• � uo n a
No. 23 = Q a
drawing no.
sheet 5 of 7
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING 1 BY
WOOD BUCK
1 /4" MAX. 1 /4" MAX.
SHIM SPACE S"IMn
HINGE OPTIONS
TYPICAL ANCHORS SEE SHEET 5
SEE ELEV. FOR DETAILS
METAL FOR SPACING
STRUCTURE
0
Avmw LEAF
D.L. OPG
LEAF WIDTH
35-5/6' MAX.
FRAME WIDTH
EXTERIOR
( x )
OPTIONAL REINFORCING
SEE SHEET 2.2 FOR CAPACITY
.96 X 2" X .98" X 1/8'
FULL LENGTH STL. CHANNEL
(CARBON STEEL TO 9E PAJNTEO OR PLATED)
ACTH LEAF
1/4" MAX.
SHIM
2""
1WOOD
OR
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
LOCK OPTION 1. 2 OR 3
OPTION 1 SHOWN
OPTIONAL TRIM
9
( U-0 )
SIDELITE TO SIDELITE
34 21 r
PRODUCT REVISED No. 81223
x—
as complying with the Florida = :•
Building Code{
NOA-No. 21-01 1 3.1 0 y qy+ T
LOCK OPTION 1, 2 OR 3 l<xiration p Date 1 212 012 0 2 �! 1 Lit
OPTION 1 SHOWN r --Zp pf+•. '
By
Miami -Dade Product Control `f�j�®��� ��►�t`
//,Ilfltll►1l
drawing no_
woo-51
Fheet&.1of ]]
4.000
�1.779
1.50
2.250
.078
M-� 2.016
�D0 FRAME HEAD/.IAMB
1.608
.D6l
15 WEATHERSTRIP ADAPTER
I-- 1.750
070
4.000
.913
it
TOP/BOTTOM RAIL
3.500
2.674
.07a 1
395
L750
3.35C
SIDELITE ADAPTER
-j{t,1�45
.062 �1I119 475
-�•i .927
7 SILL COVER
HINGE STILE
*2�153.350 �s 375s
395
�--• 2.674 �-I 0-312
+ .689
SHEAR PLATE
L 2.125
1-00o r-
0 TT
$QO .045 2.000 �+ n
�d
.852 O
5/16" O]A.
JAMG TRIM (OPTIONAL) STEEL PIN i a
3.375
O
250 1.531
2.000 !
L L
PANEL CLAMP
2.000- U7 3 PIECE HINGE
III -
.590
1.750 -62,
.094
1n SIDE LITE STILE
4.625
F.094 913
1.984
L 4.ODD
0 0 LOCK ST1LE/KEEPER STILE
.079
7.250
.913
7.750
�1-750�
Hi -PROFILE BOTTOM RAIL
.960 F�
125
2.000
MULLION REINF. CHANNEt
3.1 T_
1.555
1.391 I-
3.602
DIE CAST ALUMINUM HINGE
2-163
7., 4S
490 • .078
0
.563
4.000 I
FRAME SILL {STD.}
1.954
1.145 .062�
.490
2,000
.56�3
i _il
L!��
4.006
(SA) FRAME SILL (HI -RISE)
.265
160
aI85
9�
�1
MATERIAL = SILICONE/EPDMd
HARDNESS = 70±5
MATERIAL - SILICONE/EPOM
HARDNESS - 70±5
GLAZING
SCALE 1:1
PIVOT HINGE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 21-01 13.10
Expiration Bate 1 2/2 012 0 2 3
By
Miami -Dade Product Control
Na-. 81223
3
i
a
0 Wj (4
N
o F
d ox E m S
IL O d ei
C L�
G
aWD��
LL Z N a
IZu 0mi i LLI
�I •1 q
8
drawing no.
W04-51
NO
wof �+Lil:1V
SIDELITE ADAPTER TOP CORNER
SEALANTS:
ALL FRAME AND LEAF JOINTS AND SEALS SEALED WITH
DOWSIL 791 SEALANT.
5I7ELITE ADAPTER BOTTOM 0 RN R
STATIONARY PANEL 0R
SIDELITE CORD
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 21- 01 1 3.1 0
Expiration Dale 1212 012 0 2 3
By [�_.;P
Miami -Dade Product Control
i 1 12021
FA
NO.8T22
o m t f
drawing nfl.
11VO4-51