HomeMy WebLinkAboutNOA 16-1129.06M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
SIW Impact Windows, LLC
975 S. Congress Avenue, # 102
Delray Beach, FL 33445
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 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 "100 StormSafe" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw.
(L.M.L)", sheets 1 through 5 of 5, dated 01/29/07, with revision D dated 12104/15, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE b4PACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state,
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 renews NOA No. 15-0528.18 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 Manuel Perez, P.E.
SIW Impact Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 07-0214.05)
2. Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.M.L)",
sheets 1 through 5 of 5, dated 01/29/07, with revision D dated 12/04/15, prepared by
Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E.
(Submitted under previous NOA No. 15-0528.18)
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per PA 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 a series 100 aluminum
single hung window, prepared by Hurricane Engineering and Testing, Inc., Test
Reports No. HETI-06-4040, 4041, 4042, 4043, 4044, 4045A, 4045B, 4046, 4047,
4047A, 4047B, 4050 and 2122, dated 09/21/06, signed and sealed by Rafael E. Dorz-
Seda, P.E.
(Submitted under NOA No. 07-0214.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
Edition (2014), dated 05/27/15 and revised on 12/10/15, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No. 15-0528.18)
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. 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.
2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Sallex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
Manuel Pe ez P.E.
Product Control xafiner
NOA No. 16- 29.06
Expiration Date: May 10, 2022
Approval Date: January 12, 2017
E-1
SIW Impact Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5' Edition (2014), and of no
financial interest, dated 05/19/15, issued by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
(Submitted under previous NOA No. 15-0528.18)
2. Laboratory compliance letter for Test Reports No.'s HETI-06-4040, 4041, 4042,
4043, 4044, 4045A, 4045B, 4046, 4047, 4047A, 4047B, 4050 and 2122, issued by
Hurricane Engineering & Testing, Inc., dated 09/21/06, signed and sealed by Rafael E.
Dorz-Seda, P.E.
(Submitted under NOA No. 07-0214.05)
G. OTHERS
1. Notice of Acceptance No. 15-0528.18, issued to SIW Impact Windows, LLC for their
Series "100 StormSafe" Aluminum Single Hung Window - L.M.I., approved on
12/24/15 and expiring on 05/10/17.
Manuel r z, P.E.
Product Contr E miner
NOA No. -1129.06
Expiration Date: May 10, 2022
Approval Date: January 12, 2017
E-2
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED,,
d
O
J
6
53 1/8"
WINDOW WIDTH
46 3/4"
D.L. OPG.
GLASS TYPE 'A'
�A 14" MAX.
Ir HEAD
I TI I
GLASS TYPE 'D'
GLASS TYPE 'E'
WIDTH
HEIGHT
u u
n II
II II
II II
INT.(-)
EXT.(+)
II ' II
I INT.(-)
EXT.(+) 1NT.(-)
II fl
II $ !1
1NT.(--)
19-1/8"
26-1/2"
32"
37"
42"
48"
53-1/8"
II II
I 3 II
70.0
70.0
1 70.0
70.0
80.0
80.0
I! h
II II
it II
II II
II II
II II
120.0
120.0
120.0
70.0 70.0
70.0 70.0
70.0 70.0
II f II
CII II
13__� II II
120.0
120.0
120.0
70.0
70.0
6" MAX.
HEAD
CORNERS"
LoM
aV)
C'4 7)
ADDL. ANCHOR �
RECD. FOR WIDTHSm
m z
ABOVE 48" ONLY49 IJ2„ o
C)
VENT WIDTH
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 100 STORMSAFE
ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS I & 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). '
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE,
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
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 FLORIDA BUILDING CODE,
EQUAL LITES
TYPICAL ELEVATION
TESTED UNIT
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS.
GLASS TYPE 'A'
GLASS TYPE 'B' GLASS TYPE 'C'
GLASS TYPE 'D'
GLASS TYPE 'E'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
I INT.(-) EXT_(+)
I INT.(-)
EXT.(+) 1NT.(-)
EXT.(+)
1NT.(--)
19-1/8"
26-1/2"
32"
37"
42"
48"
53-1/8"
26"
(4)
70.0
70.0
1 70.0
70.0
80.0
80.0
80.0 80.0
80.0 80.0
120.0
120.0
120.0
70.0 70.0
70.0 70.0
70.0 70.0
80:0
80.0
80.0
120.0
120.0
120.0
70.0
70.0
80.0
80.0 80.0
70.0
70.0
70.0
80.0
80.0 80,0
120.0
70,0 70.0
80.0
120,0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120,0
70,0 70.0
80,0
120.0
70.0
70.0
80.0
80.0 80.0
120,0
70.0 70.0
80.0
120.0
19-1/8"
28-1/2"
.32"
37°
42'
48"
53-1/8"
38-3/B"
(4)
70.0
70.0
70.0
80.0
80.0 80.0
'120.0
70.0 70.0
1 80.0
120,0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
120,0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
_80.0
80.0
80.0
120,0
70.0
70.0
80.0
Bd.Q 50.0
120.0
70.0 70,0
120.0
70.0
70,0 1
80.0
80.0 80.0
120.0
70.0 70.0
8"
120.0
70.0
70.0
80.0
80.0 60.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
84.0
120.0
19-1/8"
26-1/2"
32"
37"
42"
48"
53-1/8"
50-5/8"
(6)
70.0
70.0
80.0_
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120,0
7010
70,0
80.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0 80.0
120.0
120.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
19-1/8"
26-1/2"
32"
37"
42"
48"
53-1/8"
63"
(6)
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
mm80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
8010 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
_
120.0
70.0 70.0
80.0
120.0
70.0
70,0
80.0
ad.a 80.0
120.0
70.0 70.0
80.0
720,0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
_80.0
80.0
120.0
70.0
70,0
80.0
80.0 80.0
120.0
70.0 70.0
120.0
26-1/2"
32"
37"
42"
48"
53-1 /8"
74-1/4"
(8)
70.0
70.0
80.0
80.0 80.0
120.0
70,0 70.0
80.0
120.0
70,0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70,0
80.0
120,0
70.0
v70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
BD.0
120.0
70.0
80.0
80.0 80.0
120.0
70.0
80.0
120.0
--
-
----
80.0
80.0 80.0
120.0
70.0
L700
B0.0
120,0
-
80.0
80.0 80.0
120.0
70.0
60.0
120.0
19-1/8"
26-1/2"
32"
37"
42"
48"
53-1/8"
78"
(8)
70.0
70.0
80.0
80.0 80.0
120.0
70,0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.a
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
70.0
70.0
80.0
80.0 80.0
120.0
70.0 70.0
80.0
120.0
-
-
SOA
80.0 8D.0
120.0
70,0 70 0
80.0
120.0
-
-
80.0
80.0 80.0 1
120.0
70.0 70.0
80.0 1
120.0
SHOWN EXT.(+) LOADS REQUIRE ADD-ON SILL RAMP
REDUCE EXT.(+) LOADS CAPACITY TO +70.0 PSI' WITHOUT RAMP.
PRODUCTAEVISED * NO. 1N PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
tss complying with the Florida
BuildingCodC `4Q Engr JAVAD AHMAO
AcceplEmw No CML
E:--.( iretionDatc�j FLA. PE � 70592
l7 C.A,N. 936 rira s :
q.
NOTE: A4lNO
atni adeProduct On 1 ; s �
GLASS CAPACITIES ON T S SHEET AR;:' '``'
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 y
DEC 1 0 2015
OS ! J
W
0 a
0 wCq
"
CL
0Nti
Q ui rl
It0 0
ON0
0
N
a '"
Lu o
�1 �0 M
�4 W C11 FUF- f
N
J to
o I
.t
JN
C3 .J C3
Ln io
s N I- u
LLl n
z 0 � 1'1Lz
ry 0
Zcnti
Q HDfw
J oe
Z
c�6 Lb
fY Q urn N
d m
Ln_
T Ngo -
sheet 1 of _5
1/8" ANN. GLASS
.090" Interloyer
Saflex Clear And Color Glass
�-By 'Eastman Chemical Co.'
1/8" ANN. GLASS
Of 8A )-SILICONE
0
DOW CORNING 395
F
AT 1/4 POINTS ON LITES
w 13 WIDER THAN 36" ONLY
GLASS TYPE 'A'
6" ANN. GLASS
.090" Interfoyer
Saflex Clear And Color Glass
�-By 'Eastman Chemical Co_'
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
m
4
FLANGE DIMS_
a
�
o
Lo
Lu
J
a
z
II If
II II
II fV
li II
if II
a
-
0
z
II II
EXT. (+)
INT.(-)
m
46 3/4-
FLANGE DIMS_
D1, OPG.
GLASS TYPE 'B'
A 14 MAX -
HEAD 3=� HEAD
I
GLASS TYPE 'D'
GLASS TYPE 'E'
WIDTH
II If
II II
II fV
li II
if II
EXT.(+) 1NT_(-)
EXT,(+) 1NT.(--)
EXT.(+)
II II
EXT. (+)
INT.(-)
Z F"
1NT.(-)
26-1/2"
32"
37"
42"
48"
53-1/8"
7r
U
If II
II EI
[I €I
W
00 =
to O
70.0
70.0
\�z
�J
120.0
120.0
rn j
80,0 80.0
80.0
3 n rl
II rl
74.0
ADDL. ANCHCR /
REOD. FOR WIDT14S-✓✓✓
ABOVE 48" ONLY
53 1/8"
WINDOW WIDTH
46 3/4-
FLANGE DIMS_
D1, OPG.
GLASS TYPE 'B'
A 14 MAX -
HEAD 3=� HEAD
I
GLASS TYPE 'D'
GLASS TYPE 'E'
WIDTH
II If
II II
II fV
li II
if II
EXT.(+) 1NT_(-)
EXT,(+) 1NT.(--)
EXT.(+)
II II
EXT. (+)
INT.(-)
EXT.(+)
1NT.(-)
26-1/2"
32"
37"
42"
48"
53-1/8"
1V II
70.0 70.0
70,0 70.4
If II
II EI
[I €I
80,0
80.0
rV II
11 g I I
70.0
70.0
Ij 3 II
80.0
80.0
120.0
120.0
C II rl
80,0 80.0
80.0
3 n rl
II rl
74.0
70.0^
6" MAX_
HEAD
CORNERS
aj
m
Co of
49 i/2" a z
VENT WIDTH o
U
UNEQUAL LITES (ORIEL TYPE)
TYPICAL ELEVAT[ON
TESTED UNIT
3/16" H.S. GLASS
.090" Interlayer
SentryGlas
1 �By 'Kararoy America, Inc.'
UNEQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSL
FLANGE DIMS_
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE 'D'
GLASS TYPE 'E'
WIDTH
HEIGHT
EXT.(+) 1NT_(-)
EXT,(+) 1NT.(--)
EXT.(+)
INT.(-)
EXT. (+)
INT.(-)
EXT.(+)
1NT.(-)
26-1/2"
32"
37"
42"
48"
53-1/8"
50-5/8"
(5)
70.0 70.0
70,0 70.4
SO.d 80.0
80.0 80.0
80,0
80.0
120.0
120.0
70.0
70.0
70.0
7000
80.0
80.0
120.0
120.0
70.0 70.0
80,0 80.0
80.0
120.0
74.0
70.0^
80.0
120.0
70.0 70.0
70.0 70.0
80.0 80.0
$O,0
120.0
70.0
70.0
80.0
120.0
80.0 8010
80.0
120.0
70.0
74.0
80.0
120.0
-70.4 70.0
60.0 80.0
80.0
120.0
70.0
70.0
_80.0_
120.0
70.0 70.0
80,0 80,0
80.0
120.0
70.0
70.0
80.0
120.0
19-1/8"
26--1/2"
32"
37"
42"
48"
53-1/8"
63"
(6)
70.0 70.0
80.0 80.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0 70.0
80.0 80.0
80.0
120.0
70.0
70.0
80.0
120.4
70.4 74.0
80.0 80.0
80.0
120.0
70.0
70.0
80.0
120.0
70.0 70.0
80.0 80.0
84.0
120.0
70.0
70.0
80.0
120.0
120,0
- -
80.0 80.0
80.0
120.0
120.0
70.0
70.0
80.0
- -
80.0 -80.0
80-0 ~
70.0
70.0
80.0
120.0
- -
80.0 60.0
80.0
120.0
70.0
70.0
-
-
19-1/$"
26-1/2"
32"
37"
42"
48"
53-1/8"
74-1/4"
(8)
70.0 70.0
80.0 60.0
80.0
120,0
70.0
70.0
80.0
120.0
120.0
70.0 70.0
80.0 80.0
80.0
120.0
70.0
70.0
80.0
- -
80.0 80.0
80.0
120.0
70.0
70.0
80.0
120.0
- - -
80A 80.0
80.0
120.0
70.0
70.0
80.0
12C.0
- -
50.0 60.0
80.0
120.0
70.0
70.0
-
-
- -
60.0 60.0
80.0
120.0
70.0
70.0
-
- -
60.0 60.0
80.0
120-0
70.0
70.0
-
19-1/5"
26-1/2"
32"
37"
42"
48"
53-1/8"
78"
(8)
70.0 70.0
80.0 80-0
80.0
120.0
70.0
70.0
80.0
120.0
70.0 70.0
80.0 80-0
84.0
120.0
70.0
70.0
80.0
120.0
- -
60.0 60.0
80.0
120.0
70,0
70.4
80.0
120.0
- _
60.0 60.0
80.0
120.0
70,0
70.0
-
-
- -
60.0 60.0
80,0
120.0_
120.0
70.0
-
--
- -
- -
60.0 60.0
80.0
_70,0
70.0
70.0
-
-
60.0 60.0
60.0
120,0
70.0
70.0
-
SIIOWN EXT.(+) LOADS REQUIRE ADD-ON SILL RAMP
REDUCE EXT.(+) LOADS CAPACITY TO +70.0 PSF WITHOUT RAMP.
1/8" TEMP. GLASS
1/4" AIR SPACE
1/8" H.S GLASS
.090" Interlayer
Saflex; Clear And Color Glass
�By 'Eastman Chemical Co,'
* NO. IN PARENTHESIS INDICATE NO, OF ANCHORS PER JAMB.
GLASS TYPE 'H'
GLASS TYPE 'C'
GLAZING OPTIONS
GLASS TYPE 'D'
3/16" ANN. GLASS
3/16" H.S. GLASS
1/8" H.S. GLASS
1/8" H.S. GLASS
a
I
cc
ti
�)
o
a
r
By 'Kuroroy Americo, Inc.'
w
M
w
r -
z m
z_ m
z m
z m
5i N 15
0 15
fn 15
n
to 8.1
i
so S 8.1
Z, I€ II
II II
11 ��
II 1 11
II 11
Wit'
i
ing r:'udc -Osis. a
Accept
Acceptance N
i I I
I 1
i
SILICONE
- SILICONE
SILICONE
0 8
DOW CORNING 995 8
* DOW CORNING 995
DOW CORNING. 995
8B
C
�
13 AT 1/4 POINTS ON LITES
i 3 AT 1 /4 POINTS ON LITES
25
13 AT 1/4. POINTS ALL SIZES
WIDER THAN 36" ONLY
WIDER THAN 36" ONLY
GLASS TYPE 'H'
GLASS TYPE 'C'
GLAZING OPTIONS
GLASS TYPE 'D'
GLASS TYPE 'E'
SILICONE I F1A. PE # 70592
DOW CORNING 895 C.A.N. 3538
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
DEC q 0 201
f a =4M u wv-�;
1
r
a
zj
0 z
ii -i to Q
rt "
IL o
�op M v
(L jN
W. 0 } LL
0 1-
v VNti
0`0�P7 0
C aao
0
0
N
Q W a N
� Lu - o
00
Luo �
N
ct
� I
� U �
_j O N
LC) m
z u y
L,.a
CD 0¢rq
r7
ZLnLL
a t,J CR
CD= rn
�
CD C) 1
z l� h
ac)®
� U,
0_
t <n 11 o
rn
N
2
a
N a
cry N o
� a
z �
t'�z,ga
c ¢ v a
O D
� mo
o o
p N N O
r.
0
rn II p
N
o
a�
v
O VL!j LU
i t
drawing no.
W07 -07
1/8" H.S. GLASS
ns e4pip g� ng Itk fb* FksAft
Interlayer`c';r;`"'o
�)
.090"
SentryGlas9au
s,ta
By 'Kuroroy Americo, Inc.'
Lis a' Dade pend �
1 /8" H.S. GLASS
PROI]u REVISED
Lis complying with the Florida
ing r:'udc -Osis. a
Accept
Acceptance N
15
Expiration ❑a to
t1
By
4ialyd ado ra uct nt
_r- =
GLASS TYPE 'E'
SILICONE I F1A. PE # 70592
DOW CORNING 895 C.A.N. 3538
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
DEC q 0 201
f a =4M u wv-�;
1
r
a
zj
0 z
ii -i to Q
rt "
IL o
�op M v
(L jN
W. 0 } LL
0 1-
v VNti
0`0�P7 0
C aao
0
0
N
Q W a N
� Lu - o
00
Luo �
N
ct
� I
� U �
_j O N
LC) m
z u y
L,.a
CD 0¢rq
r7
ZLnLL
a t,J CR
CD= rn
�
CD C) 1
z l� h
ac)®
� U,
0_
t <n 11 o
rn
N
2
a
N a
cry N o
� a
z �
t'�z,ga
c ¢ v a
O D
� mo
o o
p N N O
r.
0
rn II p
N
o
a�
v
O VL!j LU
i t
drawing no.
W07 -07
Fnr.F 1)NT
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
M
VI
SEEK LL�ASNCHORS TYPICAL ANCHORS f �!�
FOR SPACING FOR S ACIN w I
_ _ _ V j O
EDGEz
METAL 11 MIAMI -DADS COUNTY APPROVED 1II
DIS!• STRUCTURE I MULLION do MULLION ANCHORS 1 j v Q�
I1 SEE SEPARATE NCA11 w 1
I1 II EDGED 1 a_
I EDGE DIST. i o 0 0 o p
--- — + ---- -- --J� -I E
a , Qiu'r�
m M olarl
p0.nII�,
TYPICAL ANCHORS 0
SEE ELEv_ Z O
FOR SPACING w N LL
—
WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. J 0 2
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q m
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SILICONE OR ACRYLIC SEALANT.
WEEPHOLES:
W1 = 1/2" LONG NOTCH AT EACH END
AT 3" FROM EACH END
W2 = 1/4" WEEP HOLE WITH PLASTIC BAFFLE
AT 8-1/4" FROM EACH ENL? AND AT CENTER
WOOD BUCK
-ON
RAMP
PRODUCT REVISED
as compfyinp, with die Florida
Building Code
cce
Aplaarea T+i
Expiration Datc
TYPICAL ANCHORS: SEF FLEV_ FOR SPACING
N
1/4" --DIA. ULTRACON QY 'ELQQ. (Fu=177 KSI, Fy=155 I<SI)
J N N
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1--1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
=
Vi-;ttn
THRU 1 BY BUCKS INTO CONIC. OR MASONRY
O
1-1/4" MIN. EMBED INTO CONCRETE (HEAD)
Z Uy �
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
� � CN
DIRECTLY INTO CONIC. OR MASONRY
LCD
U
1-1/4" MIN. EMBED INTO CONCRETE (HEAD)
Q o m
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
tn �
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
g
u7 �
INTO METAL STRUCTURES
LA -
a
STEEL : 1/8" THK, MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
mri
u
�
#12 SMS OR SELF DRILLING -SCREWS (GRADE 2 CRS)
n
INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK_ - 1/8")
o
N
=
n
0
(NO SHIM SPACE)
°
a
a
TYPICAL EDGE DISTANCE
u
u
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
'
INTO WOOD STRUCTURE = I" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
�;
m
n
o
N
a
o
W00f3 AT HERO, SILL OR JAMBS SG = 0.55 MIN.o
I
.
loN
CONCRETE AT HEAD, SILL OR JAMBS f"c = 3000 PSI MIN.
I,
o _
�,
U
o
NORMAL WEIGHT CMU PER ASTM C-90 AT JAMBS f'm = 2000 PSI MIN,
n
0CIVIL N
£ngr: JAVAD AHMAD
FLA. PE 70592 $Ia 1 � :'c'O.A.N. 538 �s � y,
Codw. d �
drQwing no.
n
ad' prod t Can w07-07
sheet 3 of 5
r
0
I
n
A
,3
F Q
a N CL
400 0 0
W N CL
MIAMI-BADE COUNTY a > o
APPR,D CLIPPED MULLION d Q Q ri
SEE SEPARATE NO TYPICAL ANCHORS d Q
SEE ELEV. d 0 � &
FOR SPACING IX (A Z O N
rr ----1 a w 7 w ui
�1 I� Z 0 M
jl I� J
II I€ a tum
1 1
7 CN
cn
II I] €
It II a 0
€ I �N N
Ln Ea
I€ II N
Lu
JLu ro
x
z 0�to
En
EXTERIOR Zin
to
Lu
WINDOW WIDTH WINDOW WIDTH ¢ _ n
0z< 4
a�°d N
r ^
— ui Q
o 3I1 J
TYPICAL ANCHORS (0 0) n w
SEE ELEV. _
FOR SPACING VENT WIDTH 1/4" MAX.
1/4" MAX SHIMS TYPICAL ANCHORS
i 4" SHIM
�6 X 3/8" TYPICAL ANCHORS SEE ELEV. �
SHIM FH SMS TYPE B 22 SEE ELEV. MAX. FOR SPACING m � 0
FOR SPACING 4 r m
P
8 7 14 21 ou' to
C N L r0 []
M N
V v . � o o cwz¢� a
Lauf (LUfj
V3 a ❑ a .�i
z a w
to i. 1f4" 1 1/2.,
Q
METAL - _ _ _ _ _-_ - - - ; Q 2BY WOOb B CK cn N . R
STRUCTURE - - - - OR a F';
o
' + 0 WOOD STRUCTU E-,0.1-.
- - c w
3 EXTERIOR q Engr: JAVAd AHMAD �' o
a CIVIL I"� `I N
D.L. OPG. (FIXED) 1BY
FIA PE 70592
WOOD BUCKS CA.N. 3538 t s tl�z:
PRODUCT REVISED =vuF�'•.a,��t:�1� e n
WINDOW WIDTH as complying with ft Florida Q
Building Cuda r� G7 �. ,z�€a = Date
AcceptanceN �G+ `-
ck
i✓zpiratialtDatc /�p/,1�� drawing no.
I3
111107--07
?Tiro ' a e roduoC nir I DEC 0 2015 sheet 4of 5
jl
ITEM! � PART # REQD. DESCRIPTION MATERIAL MAt�F-/SI]PPLIER/REMARKS
i SIWi01 1 FRAME HEAD 6063-T6 -
2 51413102 1 FRAME SILL � 6063-T6 - T
-� - S1W103 2 FRAME JAMB ---------- 6063-T6-
4 SIWt04 i FIXED MTG. 6Q63-T6 -
5 S[W105 1 VENT TOP RAIL 6063-T6 -
6 SIW1Q6 1 _ VENT BOTTOM RAIL 6063-T6
7 SIWt07 � 2_.._._. VENT SIDE RAIL 6063-T6 - --_-
8 SIW108 AS RQO. GLAZING BEAD (7f 16" GLASS} 6063-76 --
8.1 SIW127_ AS RQD. ALT. GLAZING BEAD (7/t6" GLASS) --_- �- 60fi3-T6 -
8A SIWtt2• AS ROD. GLAZING BEAO (3f8'� GLASS)-
8.1A 51W128 A5 RQp: ALT. GLAZING BEAD (3/8" GLASS) sGt33--T6 -
88 S[W117 AS RQp_ GLAZING BEAD (LAM. INSUL_ GLASS) 6083--T8
9 SIW 109 2/VENT VENT LATCH � 9-3/4- FROM ENDS -5063-76 --
10 - 1/LATCH LATCH SPRING ST, STEEL
1F T SIWi13 AS REQD. GLAZING LEG SPACER - SANTOPRENE - -
12 SIW124 1 SILL RAMP 6063-TS -
_ 13 -- A5 REQD. SETTING BLOCKS EPOM DUROMETER 8015 SHORE A
14 - 4/ VENT VENT GUIDE NYLON -- -
15 E20218KN4020 AS REQD, GLAZING BULB VINYL NEOPRENE ULT#tAFAB
16 �{t0 X i-1f2" 20 _ FRAME &VENT ASSEMBLY SCREWS � CRS PH SMS
1,3_.__. -- 2/VENT SWEEP LATCH (OPTIONAL) -- ZAMAK BUILDERS HARDWARE --
18 W2320iNG0000 AS REQD. VENT W'STRfPPING C� EXTERIOR (.197W X .200"H) - ULTRAFAB OR EQUIV.
18A W33321NG000d AS ftEQd. VENT W'STRIPPIUG � INTERIOR {,187i�Y X :320"H) ULTRAFAB OR EQUIV.
19 CIB301 NW A5 REQD. BULB W'STRIPPING ®VENT 1-EOS�€Z_( .187W X .30Q"H} - CENTRAL PLASTICS
20 9388E � AS REQD. FRAME SILL W'5TRIPPING (.18"W X .325"H) POLYPROPYLENE CENTRAL PLASTICS
2i 2/VENT SPIRAL BALANCE UNIQUE BALANCE
22 - 1/ BAL. ULTRALIFT BRACKET STEEL -
23 - �- 2 SASH STOP - NOT
7f 16" 80X SCREENJV-_,•.----------- u
SHOWN
24
-
t
-
OPTIONAL
25
-
AS REQD.
INSULATED GLASS EDGE SPACER
ST. STEEL
M
CARDINAL XL
r
0
I
n
A
,3
F Q
a N CL
400 0 0
W N CL
MIAMI-BADE COUNTY a > o
APPR,D CLIPPED MULLION d Q Q ri
SEE SEPARATE NO TYPICAL ANCHORS d Q
SEE ELEV. d 0 � &
FOR SPACING IX (A Z O N
rr ----1 a w 7 w ui
�1 I� Z 0 M
jl I� J
II I€ a tum
1 1
7 CN
cn
II I] €
It II a 0
€ I �N N
Ln Ea
I€ II N
Lu
JLu ro
x
z 0�to
En
EXTERIOR Zin
to
Lu
WINDOW WIDTH WINDOW WIDTH ¢ _ n
0z< 4
a�°d N
r ^
— ui Q
o 3I1 J
TYPICAL ANCHORS (0 0) n w
SEE ELEV. _
FOR SPACING VENT WIDTH 1/4" MAX.
1/4" MAX SHIMS TYPICAL ANCHORS
i 4" SHIM
�6 X 3/8" TYPICAL ANCHORS SEE ELEV. �
SHIM FH SMS TYPE B 22 SEE ELEV. MAX. FOR SPACING m � 0
FOR SPACING 4 r m
P
8 7 14 21 ou' to
C N L r0 []
M N
V v . � o o cwz¢� a
Lauf (LUfj
V3 a ❑ a .�i
z a w
to i. 1f4" 1 1/2.,
Q
METAL - _ _ _ _ _-_ - - - ; Q 2BY WOOb B CK cn N . R
STRUCTURE - - - - OR a F';
o
' + 0 WOOD STRUCTU E-,0.1-.
- - c w
3 EXTERIOR q Engr: JAVAd AHMAD �' o
a CIVIL I"� `I N
D.L. OPG. (FIXED) 1BY
FIA PE 70592
WOOD BUCKS CA.N. 3538 t s tl�z:
PRODUCT REVISED =vuF�'•.a,��t:�1� e n
WINDOW WIDTH as complying with ft Florida Q
Building Cuda r� G7 �. ,z�€a = Date
AcceptanceN �G+ `-
ck
i✓zpiratialtDatc /�p/,1�� drawing no.
I3
111107--07
?Tiro ' a e roduoC nir I DEC 0 2015 sheet 4of 5
jl
ITEM! � PART # REQD. DESCRIPTION MATERIAL MAt�F-/SI]PPLIER/REMARKS
i SIWi01 1 FRAME HEAD 6063-T6 -
2 51413102 1 FRAME SILL � 6063-T6 - T
-� - S1W103 2 FRAME JAMB ---------- 6063-T6-
4 SIWt04 i FIXED MTG. 6Q63-T6 -
5 S[W105 1 VENT TOP RAIL 6063-T6 -
6 SIW1Q6 1 _ VENT BOTTOM RAIL 6063-T6
7 SIWt07 � 2_.._._. VENT SIDE RAIL 6063-T6 - --_-
8 SIW108 AS RQO. GLAZING BEAD (7f 16" GLASS} 6063-76 --
8.1 SIW127_ AS RQD. ALT. GLAZING BEAD (7/t6" GLASS) --_- �- 60fi3-T6 -
8A SIWtt2• AS ROD. GLAZING BEAO (3f8'� GLASS)-
8.1A 51W128 A5 RQp: ALT. GLAZING BEAD (3/8" GLASS) sGt33--T6 -
88 S[W117 AS RQp_ GLAZING BEAD (LAM. INSUL_ GLASS) 6083--T8
9 SIW 109 2/VENT VENT LATCH � 9-3/4- FROM ENDS -5063-76 --
10 - 1/LATCH LATCH SPRING ST, STEEL
1F T SIWi13 AS REQD. GLAZING LEG SPACER - SANTOPRENE - -
12 SIW124 1 SILL RAMP 6063-TS -
_ 13 -- A5 REQD. SETTING BLOCKS EPOM DUROMETER 8015 SHORE A
14 - 4/ VENT VENT GUIDE NYLON -- -
15 E20218KN4020 AS REQD, GLAZING BULB VINYL NEOPRENE ULT#tAFAB
16 �{t0 X i-1f2" 20 _ FRAME &VENT ASSEMBLY SCREWS � CRS PH SMS
1,3_.__. -- 2/VENT SWEEP LATCH (OPTIONAL) -- ZAMAK BUILDERS HARDWARE --
18 W2320iNG0000 AS REQD. VENT W'STRfPPING C� EXTERIOR (.197W X .200"H) - ULTRAFAB OR EQUIV.
18A W33321NG000d AS ftEQd. VENT W'STRIPPIUG � INTERIOR {,187i�Y X :320"H) ULTRAFAB OR EQUIV.
19 CIB301 NW A5 REQD. BULB W'STRIPPING ®VENT 1-EOS�€Z_( .187W X .30Q"H} - CENTRAL PLASTICS
20 9388E � AS REQD. FRAME SILL W'5TRIPPING (.18"W X .325"H) POLYPROPYLENE CENTRAL PLASTICS
2i 2/VENT SPIRAL BALANCE UNIQUE BALANCE
22 - 1/ BAL. ULTRALIFT BRACKET STEEL -
23 - �- 2 SASH STOP - NOT
v FRAME HEAD
V MEETING RAIL
I
O VENT TOP RAIL
3
6) VENT BOTTOM RAIL
551 I�
oso I Dso saa � � saa � I
.812 .8,L
I 1.177 .8112 .DSO 1.177 �— 1.177 I .050 1_17
_ I 'fins I 1 �.
.216 -moi-- .184 .184-�1
GLAZING BEADS (7/16" GLASS) GLAZING BEADS (3/8" GLASS) B.tA
�1.719�
.290-�{
1A8 .8112 050 1.177
3.000 078
0 FRAME JAMB
I
VENT LATCH
L
1.664�
2 467
—�
12 .045
SILL RAMP
O VENT SIDE RAIL
(2 FRAME SILL
36
BEAD (LAM. INSUL. GLASS)
FRAME TOP CORNER
itu :• Iu /[
VENT TOP CORNER
.s ears � ng qge €h® F4ts.
fare
+Cip!
VENT BOTTOM CORNER
gr: JAVAD AHMAD-RODUCTREVISED
CML complying with the Florida
FLA PE # 70592 S uilding Code
C.A.A. 3$38 , cccptancc N
WUW
� N F
0
® o
N
N �
1 � _
o r a
o °u 't
9 N 9 U
drawing no.
W07-07
�
N
fi
Z m
Q 7
f' W
Q a n
J N N
so oo 0
D 0
z
N M
IL W W
Y/
0�W'p
Li aWc,
o
a0 ? o
Q Q n LL
paooN
U
0
N i
n O N
a W j LL a
{L V)
z
02 M
N
O N
Qwm$ tW-
.s ears � ng qge €h® F4ts.
fare
+Cip!
VENT BOTTOM CORNER
gr: JAVAD AHMAD-RODUCTREVISED
CML complying with the Florida
FLA PE # 70592 S uilding Code
C.A.A. 3$38 , cccptancc N
WUW
� N F
0
® o
N
N �
1 � _
o r a
o °u 't
9 N 9 U
drawing no.
W07-07
�
N
rn
3
o'a
J N N
z
Ln
LLJ
Z
Q Q n LL
U
Z_ cn
6
N
QzO� N
n c,(n
o
r
a
3L0_
n W
O
r1rITTTT"l
.s ears � ng qge €h® F4ts.
fare
+Cip!
VENT BOTTOM CORNER
gr: JAVAD AHMAD-RODUCTREVISED
CML complying with the Florida
FLA PE # 70592 S uilding Code
C.A.A. 3$38 , cccptancc N
WUW
� N F
0
® o
N
N �
1 � _
o r a
o °u 't
9 N 9 U
drawing no.
W07-07