HomeMy WebLinkAboutNOA- CASEMENT WINDOWSMIAMI
DEPARTMENT OF PERMITTING, ENVIROP
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIV
NOTICE OF ACCEPTANCE
CGI Windows & Doors
10100 NW 25Street
Miami, Fl. 33172
SCOPE:
This NOA is being issued under the
materials. The documentation submittei
Product Control Section to be used in
Having Jurisdiction (AHJ).
This NOA shall not be valid after the ex
Section (In Miami --Dade County) and/o
to have this product or material tested
perform in the accepted manner, the M
immediately revoke, modify, or suspenc
reserves the right to revoke this accep
Section that this product or material fails
This product is approved as described he
including the High Velocity Hurricane Z
DESCRIPTION: Series 1138" Outsw
APPROVAL DOCUMENT: Drawint
sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of S
revision ' F" dated 02/21/12, signed ar,
Product Control Revision stamp with tl
Dade County Product Control Section.
MISSILE IMPACT RATING: Larg,
10903813flURR
AND REGULATORY
MIAMI—DADE COUNTY;.FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 2474
T (786) 315 2590 F -(786) 315 2599
-*v%v,.v.miamidade.gov/pei-a/'
plicable rules and regulations governing the use of construction
has been reviewed and accepted by Miami -Dade County PERA-
liami-Dade County and other areas where allowed by the Authority
iration date stated below. The Miami -Dade County Product Control
the AHJ (in areas other than Miami Dade County) reserve the right
For quality assurance purposes. If this product or material failsto
nufacturer will incur the expense of such testing and the AHJ may
the use of such product or material within their jurisdiction. PERA
tnce, if it is determined by Miami -Dade County Product Control
:o meet the requirements of the applicable building code.
ein, and has been designed to comply with the Florida Building Code,
Aluminum Casement Window-L.M.I.
No. W98-100, titled "Series-238 Aluminum Casement Window'
dated 12/04/98, prepared by Al.: Farooq Corporation, with the latest
l sealed by Javad Ahmad, P. E., bearing the Miami -Dade County
Notice of Acceptance number and Expiration date by the Miami -
and Small Missile Impact Resistant.
LIMITATIONS: Glass lites wider. that 36" shall have two setting blocks per FBC requirements.
LABELING: Each unit shall bear a pe
and following statement: "Miami -Dade
RENEWAL of this NOA shall be con
no change in the applicable building coc
TERMINATION of this NOA will oc
in the materials, use, and/or manufacture
any product, for sales, advertising or at
comply with any section of this NOA A
ADVERTISEMENT: The NOA nut
followed by the expiration date may t,
displayed, then it shall be done in its eni
INSPECTION: A copy of this enti
distributors and shall be available for in',
This NOA revises NOA No. 08-1010.i
well as approval document mentioned al
The submitted documentation was revie
nanent label with the manufacturer's name or logo, city, state, series
,ounty Product Control Approved" unless otherwise noted herein.
.dered after a renewal application has been filed and there has been
negatively affecting the performance of this product.
ar after the expiration date or if there has been a revision or change
of the product or process. Misuse of this NOA as an endorsement of
r other purposes shall autoniatically terminate, this. NOA. Failure to
11136 cause for termination and removal of NOA:
ber preceded by the words Miami -Dade County,. Florida, and
displayed in advertising literature. If any portion of the NOA is
NOA shall be provided ' to the user by the manufacturer or its
ection at the job site at the request of the Building Off cial.
and consists of this page 1, evidence pages E-1, E-2 and E-3, as
by Jaime D. Gaseon, P. E.
ML0.M COUNTY
NOA No.12-0229.08
CtdADE U
Expiration Date: October26, 2013
5 �t' Approval Date:, May 10, 2012
Page 1
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CGI Windows & Doors
NOTICE OF ACCEP ANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawn gs and sections.
(Submitted under previous NOA No. 08 1010.02, 01-1002.03 and 96-0417.03)
2. Drawing No. W98-100,Ititled "Series-238 Aluminum Casement Window", sheets 1,
1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 9, dated 12/04/98, prepared by Al-Farooq Corporation,
with the latest revision "F" dated 02/21/12, signed and sealed by Javad Ahmad, P. E.
B. TESTS I
1. Test reports on: 1) Air jInfiltration 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) Forced Entry Test, Type `B-A" outswing casement window,
Grade 10, Level LV 1 per ASTM F 588-04, AAMA 1304-02
and per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of alum. casement window,
prepared -by Hurricane,' Testing Lab., Inc., Test Reports No.'s HTL-0080-0301-07
-for specimen A and B and 11TL-00804905-07 for specimen B and C, dated
09/21/07.and 10/12/06: both signed and sealed by Vinu J. Abraham, P. E.
(Submitted under precious NOA No. 08-1010.02)
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 an aluminum outswing
casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No.'s HETI--08-2143, HET148 2144, HETI-08 4287 and HETI-074298, dated
06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P. E.
(Submitted under previous NOA No. 08-1010.02)
3. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94
2) Cyclic Wind Pressure Loading, per SFBC, PA 203-94
along with marked! up drawings and installation diagram of alum. casement
window, prepared ;by Hurricane Test Laboratory, Inc., Test Reports No.'s
HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both
signed and sealed by Timothy S. MarshalI, P. E.
(Submitted under previous NOA No. 96-0417.03 and 01-1002.03)
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No.12-0229.08
Expiration Date: October 26, 2013
Approval Date: May 10, 2012
E-1
CGI Windows & Doors
B. TESTS (CONTINUED)
4. Test reports on: 1) Air Infiltration Test, per ASTM E283 and SFBC, PA 202 94
2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94
3) Water Resistance Test, per ASTM E547, ASTM E331 and
SFBC, PA 202-94
4) 'Forded Entry Test, Type `B—A" outswing casement window,
Grade 10, Level LV 1 per ASTM F 588-94, AAMA 1302.5-76
and!per SFBC, PA 202-94
5) Standard Test Methods for Deglazing Force of Fenestration
Pro,!ducts per ASTM E 987-88
6) Standard Test Method for Determination of Operating Force of
Windows and Doors per ASTM E 2068-94
along with marked —up drawings and installation diagram of alum. casement window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-1003 and
FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E..
(Submitted under prey sous NOA No. 96-0417.03)
C. CALCULATIONS
1: Anchor verification calculations and structural analysis, complying with FBC 2010,
dated 02/22/12, prepared by Al—Farooq Corporation, signed and sealed by Javad
Ahmad, P. E. j •
2. Complies with ASTM E1300-04
D. QUALITY ASSURANCE I
1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17.
3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and
Vanceva clear andlcolor interlayers" dated 05105111, expiring on 05/21/16.
4. Notice of ' Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva
Composites used for lamination of glass" dated 7/17/2008, expiring on 12/11/2013.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the
FBC-2010, dated 11115111, signed and sealed by Javad Ahmad P. E.
Jaime D. Gascon, P.
Product Control Section Supervisor
NOA No.12-0229.08
Expiration Date: October 26, 2013
Approval Date: May 10, 2012
E-2
CGF-Windows & Doors
F. STATEMENTS (CONTINUED)
2. Laboratory compliance
specimen A & B and
Hurricane Test Laboratc
by Vinu J. Abraham, P.
(Submitted under previ,
3. Laboratory complianc
IIETI-08-2144, HE7
Engineering & Testing,
Candido F. Font, P. E.
(Submitted under previ
4. Laboratory compliance
HTL-0080-1107-98, i
11/10/98, both signed
(Submitted under previ
5. Laboratory compliance
issued by Fenestration
sealed by Yamil Kuri, P
(Submitted under prev,
G. OTHERS
1. Notice of
Series "23.
and -expire
titters for Test Reports No.'s HTL-0080-0301�-07 for
IT1,0080-0905--07 for specimen B and C, issued by
, Inc., dated 09/21/07 and 10/12/06, both signed and sealed-
NOA No. 08-1010.02)
letters for Test Reports No.'s HETI-08-2143,
8-4287 and HETI-07-4298, issued by Hurricane
., dated 06/27/08 and 07/17/08, all signed and sealed by
ous NOA No. 08 1010.02)
letters for Test Reports No.'s HTL-0080A303-96 and
ssued by Hurricane Test Laboratory, Inc., dated 03/06/96 and
and sealed by Timothy S. Marshall, P. E.
ous NOA No. 96-0417.03 and 01 1002.03)
letters for Test "Reports- No.'s FTL-1003 and FTL-1041,
Testing Laboratory, Inc., dated 10/14/94, both signed and
. E.
NOA No. 96-0417.03)
No. 08-1010.02, issued to CGI Windows & Doors for their
kluminum Casement Window-L.M.V% approved on 12/11/08
3.
E--3
Jaime D. Gascon, P. E.
Product Control Section Superv�oiO-
NOA No.12-0229.08
Expiration Date: October 26, 2013
Approval Date: May 10, 2012
rw
EXTERIOR
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
-GENERAL WINDOW SECTIONS
FLANGE FRAME
a
O
a
X
W
- -FOR GLASS-TYP-ES,-___--____
REFER TO
SHEETS 3 AND 4.
STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE
USING APPLICABLE ASCE 7 STANDARD.
STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE/TYPE
STEP 3 USING CHART ON SHEET B SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON
SHEET 7 TO DETERMINE CAPACITY.
STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4
SHALL APPLY TO ENTIRE SYSTEM.
MAXIM MULTI POINT LOCK
9A
I ALT. TRUTH TOCAM LOCKS
WW—
\
TYPICAL ELEVATION
(FLANGE FRAME)
FOR MULLION/MULTIPLE UNITS, REFER TO
SEPARATE CGI MULUON N.O.A.
NOTES j THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED.
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER �'• '..
LOADS TO THE STRUCTURE. n T. )J VAO AHL`�MAD'•., PR.ODUCTRBVISBD
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS •�S CML•., asoomplyingwillithaRmlda
Fitt RR[S Af •7050$ Buiidrog Codo f
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. t(C�.N:".1538 AceeplonwNOl� O ►L
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE , �/ •� l�to 2Ol
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. , 'i• lamlDadePro uctControl
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT : Ate" `A 2012
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ' 1 •,`; �' "• t'FEB ti
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
v A
N
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drowing no.
W98-100
M
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EXTERIOR
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a ao.e: revisions: SERIES-238 ALUMINUM CASEMENT WINDOW AL-FAROOQ CORPORATION a
no o e esen ion
smlr. 7 I ENGINEERS BYPRODUCT DEVELOPMENT
CGI WINDOWS 80 DOORS 1235 S.W.87 AVE
O 10100 N.W. 25TH STREET MIAMI, FLORIDA 33174 c
ar. NPN1D E ''08 sOrEwv.�'' MIAMI, FL. 33172 TEL.(305)264-8100 FA)L� 0S)z62697a
� F 0231.12 NO O'ANGE iX6 SHEET
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6CaIC 1�2• = 1- C 09.01.06 UPDATED FOR 2004 FBC
D 01.15.08 NO CHANGE THIS SHEET
,� dr. by. MAnBD E 08.YS08 GENERAL HEY.
P ehk bY• F 0221.12 NO CWNGE THIS SHEEP
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SERIES-238 ALUMINUM CASEMENT WINDOW
AL-FAROOQ CORPORATION
a
CGI WINDOWS &I DOORS
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
10100 N.W. 25TH STREET
MIAMI, FLORIDA 33174
�a
MIAMI, FL 33172 !
TEL (305) 593-6590 FAX. (305) 593-6592
TEL.1305)2648100 FAX.(305)252-6978
COMP-ANL\W98-10OCGI
-1/8' ANN. GLASS
3/16" ANN. GLASS
3/16" HEAT STREMD GLASS
.090 I
.090 INTERLAYER
INTERLAYERS
090 SAFLEX PVB BY 'SOLUTIA'
VANCEVA STORMGLASS BY 'SOLUTIA'
090 SAFLEX PVB BY 'SOLUTIA'
INTERLAYERS VANCEVA STORMGLASS BY 'SOLUTIA'
SAFL PVB BY 'SOLUTIA'
.075
.090 SENTRYGLAS BY 'DUPONT'
.075
.090 SENTRYGLAS BY 'DUPONT'
1/8" ANN. GLASS
3/16'
ANN. GLASS
3/16" HEAT STREN'D GLASS
SILICONE
SILICONE
z In
s rn
SQUARE BEAD
SILICONE OPTIONAL
DEW 99S
:iI
GE-I200
ry
.i .i
i' GE-1200 ALL GLASS TYPES
II it
(I DEW 899
!!
DON 995
ce
.I
DOW 995
I I
I I
I
it II
II II
DOW 899
II II DEW 899
I
5/16" NOMINAL
7/16" NOMINAL
7/16" NOMINAL
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '8'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE '3'
GLASS TYPE '0'
WINDOW DIMS.
GLASS TYPE '2'
GLASS TYPE 13,
GLASS TYPE
- WIDTH
HEIGHT
EXT. (+)
1NL (-)
EXT. (+)
TNT. (-)
EXT. (+)
INT. (-)
WIDTH
HEIGHT
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
EXT. (+)
1NT. (-)
20'
24"
28"
30°
32°
36"
110.0-
-104.3 _
110.0
195.0
110.0
195.0
20"
24'
28"
30"
32°
-66"--
86.7
86.7
110.0
195.0
110.0
195.0
110.0
161.9
110.0
195.0 -
-110.0-
-_195.0__
73.4
73.4
I10.0
120.0
110.0
120.0
110.0
138.8
110.0
195.0
110.0
195.0
--64.2_
64.2
110.0
120.0
110.0
120.0
110.0
129.5
110.0
195.0
110.0
195.0
60.6
60.6
-110.0
-120.0.__
_110.0
120.0
110.0
121.4
110.0
195.0
110.0
195.0
57.5
57.5
110.0
120.0
110.0
12D.0 -
36"
40"
42"
1
107.9
107.9
110.0
195.0
110.0
195.0
20"
24"
28"
30'
32"
72'
68.4
88.4
110.0
195.0
110.0
12D.0
97.1
97.1
110.0
195.0
110.0
1 120.0
S6.T
56.1
110.0
120.0
110.0
120.0
92.5
92.5
110.0
120.0
-
-
48.9
48.9
110.0
120.0
110.0
120.0
20"
24"
110.0
186.5
110.0
195.0
110.0
195.0
46.0
46.0
110.0
120.0
110.0
120.0
110.0
138.8
110.0
125.0
110.0
195.0
43.6
43.6
110.0
120.0
1 110.0
120.0
25"
30°
32°
36'
42"
110.0
118.9
110.0
195.0
110.0
195.0
20'
24'
28'
30°
78
52.0
52.0
110.0
120.0
110.0
120.0
110.0
111.0
110.0
195.0
110.0
195.0
43A
43.8
110.0
120.0
110.0
120.0
104.1
104.1
110.0
195.0
110.0
120.0
38.1
38.1
110.0
120.0
110.0
120.0
92.5
92.5
110.0
120.0
110.0
120.0
-
-
110.0
120.0
40"
42"
83.3
110.0
120.0
110.0
120.0
20"
24'
28"
84'
41.5
41.5
110.0
120.0
110.0
12MO
79.3
110.0
120.0
-
-
34.9
34.9
110.0
120.0
110.0
120.0
20"
110.0
110.0
195.0
110.0
195.0
-
110.0
120.0
24"
28"
30,
32'
48"
110.0
K73
110.0
195.0
110.0
195.0
19-1/8°
26-1/2'
37'
42"
26"
1
110.0
195.0
110.0
195.0
110.0
195.0
103.8
110.0
195.0
110.0
120.0
11010
195.0
110.0
195.0
110.0
195.0
97.1
110.0
195.0
110.0
120.0
110.0
145.4
110.0
195.0
110.0
195.0
91.1
.
110.0
120.0
110.0
120.0
110.0
128.1
I10.0
195.0
110.0
195.0
36'
40"
42"
80.9
80.9
110.0
120.0
110.0
120.0
19-1/8°
26-1/2
37°
42'
38-3/8"
ii0.0
190.6
110.0
195.0
110.0
195.0
72.8
72.8
110.0
120.0
110.0
120.0
110.0
137.5
110.0
195.0
110.0
195.0
69.4
69.4
110.0
120.0
-
-
98.5
98.5
110.0
194.5
110.0
120.0
20'
110.0
129.5
110.0
195.0
110.0
195.0
86.8
86.8
110.0
120.0
110.0
120.0
24"
28"
30°
32"
54"
98.0
107.9
110.0
195.0
1 110.0
195.0
19-1/8'
26-1/2"
37"
42°
50-5/8"
110.0
144.5
110.0
195.0
110.0
195.0
88.2
92.5
110.0
120.0
110.0
120.0
99.7
104.3
1 110.0
1 195.0
110.0
195.0
84.4
86.3
110.0
120.0
110.0
120.0
74.7
74.7
110.0
120.0
110.0
1 120.0
80.9
80.9
110.0
120.0
110.0
120.0
65.8
65.8
110.0
120.0
110.0
220.0
36"
40"
42"
71.9
71.9
110.0
120.0
110.0
120.0
19-1/8"
26-1/2"
37-
63"
96.7
104.2
110.0
195.0
110.0
195.0
64.5
64.8
110.0
120.0
110.0
120.0
74.9
77.9
110.0
120.0
110.0
120.0
61.7
61.7
110.0
120.0
-
60.0
60.0
110.0
120.0
110.0
120.0 '
20"
24"
98.8
112.6
110.0
195.0
1f0.0
195.0
19-1/8"
26-1/2°
74-1/4"
63.0
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NOTE:
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p o r 02.z21.0 uPOATEo m 2010 Isc MWMI, FL 33172
n ahk Dy: TEL (305) 593-6590 i FAX. (305) 593-6592
AL-FAROOQ CORPORATION a
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1235 S.W. 87 AVE T
MIAMI, FLORIDA 33174 t
TEL(305) 26433D0 FAX.(30S7262-6978
INSTALLATION CONDITIONS FLANGE FRAME (APPLI)ES TO ALL FOUR SIDES)
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
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