RC-17-1879M IAM I•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamlaaae.¢oy/economy
CGI Windows & Doors
10100 NW 25" Street
Miami, FL 33172
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 "Sentinel 130" Aluminum Fixed Window - L.M.I. • • • • * • • • • """
.. . ... .
APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum-RiKed Windo*.; •
(L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision Ftla ed,04/10/15, • .
prepared by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearingU8 Miami -fie• • •:
County Product Control Revision stamp with the Notice of Acceptance number and 9 "r*ation date bl the • •; • • •
Miami —Dade County Product Control Section. ' • • • •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • •.. •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,* city; estate, • • • • : -
model/series, and following statement: "Miami -Dade County Product Control ApptQyeJ',6 unless otherwise:....;
noted herein. • : '
RENEWAL of this NOA shall be considered after a renewal application has been fled 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 , a act or its
distributors and shall be available for inspection at the job site at the reque o Offic'
This NOA revises and renews NOA# 14-0731.05 and consists of this p e 1 and W e and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
N A No. 15-0413.03
Expiration Date: eptember 22, 2020
/18fi� Approval Date: June 25, 2015
1 Page 1
a
CGI Windows & Doo
NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.)
(S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated
04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94 • • • • •
3) Cyclic Wind Pressure Loading per FBC, TA4;,9 94 • G o - •
along with marked -up drawings and installation diagram of a series.7A00 P)Tploject
out window, to qualify DuPont "Butacite" PVB interlayer, Durmeek-and Super
Spacer® insulating glass spacer, prepared by Certified Test Labo?Attiries, T;stReport
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by RameshC. Patbl, P.E.
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FAE TAJ A4
2) Large Missile Impact Test per FBC, TAS 204.94..
3) Cyclic Wind Pressure Loading per FBC, TAS 263.94 ;
along with marked -up drawings and installation diagram of a saves 238 aliftninum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® anTSxptr
Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up' drawings and installation diagram of a Sentinel 130 aluminum
fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 10- 0510. 13)
E-1
01110-__7
Manuel Vel 'ez, P.E.
Prodact Cont a.-0413.03
aminer
NOA N
Expiration Date: September 22, 2020
Approval Date: June 25, 2015
.7
CGI Windows & Doors
r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No.14-0731.05)
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.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expires 0%
05/21/16. ; ••• .... ......
4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemieal.Company(VA) '.
for their "Saflex CP - Saflex and Saflex HP Composite Glass In4idaryers with PET . •
Core" dated 06/19/14, expiring on 12/11/18. •• :"
.... . .. .....
F. STATEMENTS • • • • • •
1. Statement Ietter of conformance, complying with FBC-51h E(ti;er•F014), and of nc • •; V
financial interest, dated July 18, 2014, issued by Al-Farooq Corporation,§i%ned and...:.
sealed by Javad Ahmad P.E. '
(Submitted under previous NOA No.14-0731.05) •
2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No. 10- 0510.13)
3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon, P.E., Supervisor, Product Control Section
G. OTHERS
1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their
Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and
expiring on 09/22/15.
Manuel Per .E.
Product Control Ea m' er
NOA No. 1503.03
Expiration Date: September 22, 2020
Approval Date: June 25, 2015
E-2
49'
FLANGE WIDTH
'
D.L. OPG.
m
8" MAX.
18" MAX.
HEAD/SILL
A 3 SHORTER
CORNERS
SIDES
n
uI h
u
11 II
II II
C
11 II
II II
---JL-----�----
------------
II II
II II
O
J
7
d
II II
II II
11 II
II II
u u
II II
II It
N I I
11 II
IB 3 11
FALSE
(SURFACE
�jII)�rli➢i'�yIII.rel=1730if) ;eal i1T1�1
SERIES 130 SENTINEL ALUMINUM FIXED WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAFAI—DAD- COUNTY
APPROVED WINDOWS USING MIAMI—DARE COUNTY APPROVED MULLIONS
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
TYPICAL ELEVATIONS
ANCHOR SPACING SHOWN HEREIN APPLICABLE
TO FLANGE AND FLUSH FRAMES.
SEE SHEET 1.1 FOR FIN FRAMES.
N
u II G�. II n
II II Nr� II II
II n
8' MAX.
EQUAL LEG FRAME �1
WINDOW WIDTH , WINDOWIN, � WIDTH �
WINDOWWIDTHWINDOW WIDTH '� jl I Ir
I I
�%I 8
1 I ; 111
I
L J L— —J
WINDOW
1 1 WINDOW WIDTH WINDOW WIDTH rW_ WIUTH„1
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
�� �i •
�� •
�t I
I • • •
• • ��
•�
_
ZONE
HURRICANE
(HVHZ).WOOD
ULJI
BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERLOADS
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.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE.
THESE WIND(&& *RATED RDIt tlLARBE& i SMALL MISSILE IMPACT.
SHUTTERS AFE NO REQUIRED.• • • • •
AULOWABLb YOADSfSR ALTER41t SAAPL% AS SHOWN 4VFF♦OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTU WIND& SHAPE"RN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
••• • • • • •••
• ••••• • • • • • •
••• • • • •• ••
V
W n
W at
•
N
gNg
O L'
a
0 $
p IL
1. YWWZI y f
t
aW F�
DAYLITE OPENINGS: ' 5 s
D.L.O. HEIGHT BUCK HEIGHT — 3.00"
D.LO. WIDTH BUCK WIDTH — 3.00"
LAM. GLASS H a o o
INSULATING LAM.GLASS b o
LARGE MISSILE IMPACT
SMALL MISSILE IMPACT o q
9JAVAD
r M""""DLPRODUCT REVISED
FLA. PE 70592 m complying with the Fbride
Ai
CN. 536
Building Code g
Acceptance No /5-04�
M 2015 ralion Dak 1o2a s
By drawing no.
Mimni eProducl Control
W10-02
STRAIGHT I �I��
SIDES
--- I------�----
I I 11
II II
u u
II tl
I I 11
FALSE MUNTINS
(SURFACE APPLIED)
OPTIONAL
48'
K W
16' MAX.
STRAIGHT
SIDES
Sipf aj' mw
3 ��
- N'N
rn V
mg
I I.
n_
II II
II II
___
96'
---=rii_---
BUCK WIDTH
/ It
D.L. OPG.
i
io
O
us
n u
I
u u
H
n u n
=__===ir=
Il II
�
II II 11 II
II/
II II
II II
O
u J
II II II�� 11 II
II 11 jL% II II
II II
o
�
6'
FIN FRAMES
18' MAX.
STRAIGHT
SIDES
ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FlN FRAMES
(0y"U
v
N
1
.=
8
M
N
N
oN
ai
3 NIn e
>" MAx.
z
O ^w
O 3 � �
fRAIGHT
SIDES
Z Z Iz
� p -
••• ••• . . • • . .•000sa
Erg.. IAVAD AHMAD PRODUCT REVISED j
CML m complying with the FJo"
FlA PE / 70592 Euildi� Code G o
• • • • • • • • • • CAN. sm Accepp•Ice NoDe
• • • • • • • • • • • • A2015 Mian' de Pmdmt drawing no.
sheet 1, j of 8
••• • • • • ••• •
• • • • • • • • • •
DESIGN LOAD CAPACITY - PSP
FLANGE DIMS.
DUCK DINS.
GLASS TYPES 'C'k'CI'
GIASS TYPES 'D'k'Dl'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
INT.(-)
W.(+)
IW.(-)
24'
30'
36'
42•
1.
54'
60•
81'
3,
23'
29
35•
41'
47'
53'
59'
50•
�.
$04
90.0
$O o
80.0
80A
00.0
Mo
80.0
80.0
50.0
$0.0
00.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
=0
60.0
80.0
80.0
80.0
80.0
80.0
24'
30'
36'
42'
45'
54'
60'
61'
W.
23'
29
1.
41"
47'
1.
S9'
Go'
47'
80.0
BO.O
80.0
80.0
80.0
80.0
80.0
Sao
80.0
80.0
80.0
80.0
70.2
70.2
80.0
80.0
61.3
61.3
80.0
80.0
61.3
61.3
80.0
80.0
61.3
61.3
50.0
80.0
81.3
61.3
60.0
80.0
1.
30'
36'
42'
48'
54'
60"
61'
80.
1
23'
1.
35'
41"
47'
53'
59'
60•
59,
80.0
80.0
80.0
80.0
80.0
80.0
00.0
80.0
80.0
80.0
80.0
80.0
70.2
70.2
80.0
80.0
61.3
61.3
80.0
solo
54.3
54.3
72.5
72.5
48.6
48.8
65.1
65.1
48.8
48.5
05.1
65.1
24'
JO•
36'
42'
48'
1.
80•
61'
72'
23•
29•
35"
41,
47"
53'
S9'
60'
71'
50.0
80.0
80.0
80.0
80.0
80.0
80.0
1 80.0
80.0
80.0
80.0
$0.0
70.2
70.2
60.0
50.0
61.3
61.3
80.0
80.0
54.3
54.3
72.5
72.5
18.5
48.5
65.1
85.1
48.0
48.0
84.0
54.0
24'
1.
J8'
42
48'
54'
56'
84.
23"
29'
35'
41'
L7•
53,
S5'
83,
80.0
50.0
80.0
80.0
80.0
80.0
80.0
1 80.0
78.2
78.2
80.0
80.0
70.0
70.0
80.0
80.0
61.3
61.3
80.0
90.0
54.3
54.3
72.5
72.5
52.4
52.4
69.8
69.8
24•
30"
36"
42'
48'
49'
97•
23•
29'
W
41'
1.
1.
96•
80.0
80.0
80.0
80.0
80.0
50.0
80.0
50.0
75.4
75.6
80.0
80.0
65.2
65.2
SD.O
$0.0
60.6
60.6
50.0
80.0
59.6
59.6
80.0
$0.0
24'
30'
38•
42'
46•
102'
1.
29"
35"
41'
43
101'
00.0
80.0
80.0
80.0
80.0
50.0
50.0
74.6
80.0
80.0
65.7
80.0
80.0
F73.8
52.3
80.0
80.0
24'
JO'
1.
42'
44'
108•
1.
29'
36
41'
43'
107'
50.0
80.0
80.0
80.0
60.0
80.0
73.8
80.0
80.0
1 62.4
80.0
80.0
59.1
1 59.1
80.0
80.0
DESIGN LOAD CAPACITY - PSP
FLANGE DINS.
BUCK DINS.
GLASS TYPES 'C'k'Cl'
GLASS TYPES 'D'k'Dl'
WIDTH (W) ILENGTH
(L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
Off.(+)
1NT.(-)
24'
30"
36'
41•
114'
23"
1"
35,
40'
113,
80.0
80.0
80.0
80.0
80.0
80.0
90.0
80.0
73.0
73.0
80.0
80.0
61.4
61A
solo
80.0
1.
70
35,
1.
120"
23'
1"
35'
38•
119•
80.0
80.0
80.0
80.0
80.0
80.0
50.0
80.0
72.4
72.4
80.0
80.0
65.9
65.9
80.0
80.0
24'
30"
36'
39'
121'
23"
29"
35'
38'
120•
80.0
80.0
$0.0
80.0
80.0
80.0
80.0
80.0
72,3
72.3
50.0
80.0
65.8
65.8
80.0
80.0
DESIGN LOAD CAPACITY - PSP
FLANGE DIMS.
BUCK DINS.
GLASS TYPES 'C'k'Cl'
GLASS TYPES 'D'k'Dl'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1NT.(-)
EXT.(+)
INT.(-)
19-1/8,
26-1/Y
37•
48•
53-1/s•
61'
26,
1
15-1/8•
25-1/2'
36"
47"
52-1/8'
60•
2S,
$0.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
00.0 1
80.0
80.0
19-1/e"
26-1/2'
3Y
18'
53-1/8'
$1•
38-3/8•
18-1/B'
25-1/2•
36'
47'
52-1/8•
1.
37-J/8'
80.0
00.0
80.0
aO.O
solo
50.0
00.0
80.0
80.0
80.0
80.0
80.0
77.1
77.1
solo
Solo
77.1
77.1
80.0
80.0
77A
77.1
80.0
80.0
19-1/8-
26-1/2'
37"
48•
53-1/5'
61,
75-1/4"
93-3/4•
50-5/6.
18-1/8•
25-1/2'
36'
47'
32-1/8•
1.
74-1/4'
92-3/4'
49-5/8,
80.0
50.0
80.0
80.0
80.0
80.0
80.0
00.0
80.0
80.0
60.0
60.0
61.3
61.3
80.0
80.0
58.0
58.0
77.4
77.4
53.0
58.0
77.4
77.4
58.0
58.0
77.4
77.4
58.0
58.0
76.5
76.5
19-1/8'
26-1/2'
37'
46'
53-1/6'
111,
75-1/4•
63•
• •
•
•
18-1/5'
25-1/2'
38'
47•
12i 48•
:4
74- 4•
62'
•
• • •
80.0
80.0
50.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
61.3
61.3
80.0
80.0
55.3
552
73.7
73.7
43%
48• •
64.0
64.0
• 460
.5
61.9
61.9
19-1/8'
26-1/2'
1.
48'
53-1/B'
61'
•
' •
76"
• • •
• •
18-1 (
11R-}/2'
36"
47'
•52-1/8�
60.
• •
• • •
75'
• • •
• 80.1•
am
80.0
80.0
ety.1
80.0
80.0
70.9
75.9
50.0
80.0
01.3
51.3
50.0
80.0
55.3
55.3
73.7
73.7
48.0
48. •
64.0
64.0
--"(IR SPkl%G TO BE•AS PAR SHEETS 8 !c 1.1 ;
•
•
• ••••• • • • • • •
••• • • • •• ••
1
W U
0
Fy` o
L 0
�: Se
a
V
a
Vo ��
g&<a
WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED aif
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. Q _
01LL
{L
Yt" T)P• BUCK DIMS Yt� Q Lu
� O
m.
N
FLANGE FRAME IT� m.
FLANGE DIMS ; n
BUCK DIMS ; O
17,
B O W
� ON
EQUAL LEG FRAME
I
d 03M�
BUCK DIMS Z Z -j �.
30
c)
FIN FRAME
BUCK DIMS
El
C = Q
FLANGE ADAPTOR FRAME
•;a4F FIANCE DIMS
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE H g S 8
BASED ON ASTM E1300-09 (3 SEC. GUSTS) o 0
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 011
Engr. JAI�/LANMAD PRODUCT REVISED Si
F C.A. E 1 70592
Eui d ng Codwith the
nnFkd.ds o
AccelHmttt No Jr'vs! Q Sit
Ex 'retinn Date • 20 ■ 4i 'S
DY O
4 015 By ode Produet Control drawing no.
W10-02
3/16' ANN. GLASS 3/16' HEAT STREN'D GLASS
075' Irrtedoyv 075' Intedayer
Saflex CP With PET Core Saflex CP With PET Core
By 'Eastman Chemical Co.' O 'Eastman Chemical Co.'
OR
.090' Intedayer 090' Interayer
Saflex Clear And Color Glen Saflex Clear And Color Class
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
OR OR
090' Intedayer 090' Intedoyer
DuPont SenlryGlas DuPont SentryGlas
By OR
DuPont De Nemours & Co., Inc.' 0 'E.I. DuPont Ds Nemoure & Co., Inc.'
090' IMerloyer 090' Interayer
DuPont Butocile PVB DuPont Bulocile PVB
By 'E.I. DuPont De Nemoure & Co., Inc.' By 'E.I. DuPont De Nemoure & Co., Inc.'
Ti {� 3/16' HEAT STREN'D GLASS yr 3/16' HEAT STREN'D GLASS
F Cm m
rr
!! SILICONE vNy� f! i! SILICONE
GE 1200 3 1 i! j, GE 1200
\ F3 DOW CORNING 899 \ E3I DOW CORNING 899
n Ii iI
DOW CORNING 995 DOW CORNING 995
0 0
Twr M5 AT 1/4 POINTS ON UTES +a[,1 M5 AT 1/4 POINTS ON LTTES
k WIDER THAN 38 WIDER THAN 36'
w w
GLASS TYPE 'C' GLASS TYPE 'D'
7/16' OVERALL LAM. GLASS (L.M.1. S.M.I.)
7/11V OVERALL I.M. GLASS
&
3/16' ANN. GLASS 3/16' HEAT STREN'D GLASS
075' Inlerloyor 075' Inlerloyer
Saflex CP Wrth PET Coro Saflex CP With PET Core
AR 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
OOR
090' Inlerlayet .090' Inlerloyer
Saflex Clear And Color Glass Saflex Clear And Color Glass
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
3/8' AIR SPACE OR 3/8' AIR SPACE OR
.090' Intedayer .090' Intedayer
DuPont SentryGlas DuPont SentryGlas
3/16' HEAT STREN'D GLASS By 'E.I. DuPont Do Nemoure & Co., Inc.' By 'E.I. DuPont De Nemoure & Co.. Inc.'
OR OR
090' Interayer 3/16' HEAT STREN'D GLASS 090' Intedayer
DuPont Butocite PVB DuPont Butacite PVB
By 'E.I. DuPont Ds Nemoure & Co., Inc.' By E.I. DuPont De Nemoure & Co., Inc.'
3/16' HEAT STREN'D GLASS pp 3/16' HEAT STREN'0 GLASS
SILICONE F SILICONE
a GE 1200 m GE 1200
3 ! II DOW CORNING 899 DOW CORNING 899
iI .! DOW CORNING 995 .! .I I DOW CORNING 995
� Mt li 1 II \ ! ! • •
XL EDGE SPACER ! ! • • AlitAlitEDGE SPACER
i. ST. STEEL BY 'CARDINAL' jig ! I • • • OST. STEEL BY 'CARDINAL'
OR E4 • i i! I • • Is • OR
DURASEAL BY 'QUANEX' • DUMSEAL BY 'QUANEX'
OR • •dt
0 SUPER SPACER BY 'QUANEW 14 SUPER SPACER BY 'QUANEW
(w. La AT 1/4 NTS ALL SIZES : •# • • 5 #61J(4 PO NTS A: SIZES
GI SASS TYPE 'CIPSSI SSt!_TYPE 'Cl' • • E 111SS E 'Dl'
1' OVERALL e1SUL LAM. GLASS • • • •1' 0411ti L l SUL. IATA. CLASS • •
(L.M.1. ONLY) ••, e • • • •
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'CII & 'D1' MUST BE TEMPERED.
z
DOW CORNING 899
DOW CORNING 995
ME
too
CORNING 899
CORNING 995
�JI
e
OPTIONAL GLAZING DETAIL lJ�nJ
GLASS TYPES 'Cl* & '111'
o
Ergr. JAVAD AHMA6 o
CIVIL PRODUCT REVLSEO i+
FLA. PC t 70592 as complying with tho Florida
0
C.A.N.8 DuilJing Coda
Acce
Isptance No /Jr' s ,�{
Cx irolionDate �(% v�' w b
By drawing no.
aMAY 2� pAiarn' ode Pm uct con
All 0-02
TYPICAL INSTALLATION DETAILS
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE - 1" MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'a - 3000 PSI MIN.
C-9D HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
t� U
�Y�I
a
o
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
INTO METAL STRUCTURE - 3/4" MIN.
j
INSTALLATION DETAILS THRU 1X
INSTALLATION DETAILS THRU 2X
INSTALLATION DETAILS
INSTALLATION DETAILS INTO METAL
W
WOOD BUCKS INTO CONCRETE
BUCKS OR IN70 WOOD STRUCTURES
DIRECTLY INTO CONCRETE
STRUCTURES OR INTO APPROVED MULLIONS
FLANGE
FLANGE YMSEE AL A14CHORS
FLANGE 1/�' MAx.
FLANGE
�
20RI� WOOD BUCK FOR SPACING
SHIMS
0 �
I Ij
METAL
4
EJ �j q
WOOD STRUCTUR
TYPICAL ANCHORS
SEE ELEV.
STRUCTURE
a K
Q IL Q <O
Ij Ij M2
FOR SPACING < e :� M2
TYPICALANCHORS
Q dJ roQ
— III 52
o
A I H
o
o
FOR SPACING
�zW-
Et I
v
tl;w�i
Z
N
S2
MIN.
"
P TYPICAL AI•TCHORS
11 I� M2
=
n
^ I SEE ELEV.
1BY FOR SPACING
jj jj
v
3
n
WOOD BUCK
Et E3
$
In
pN
v
1/4' MAX. .'
0p ulF—
SHIMS
rn 4
EQUAL LEG
EQUAL LEG
E2
EQUAL LEG v .
EQUAL LEG
N o
B 1
28Y WOOD BUCK
Al WOOD STRUCTURE
M2
C 1
METAL
STRUCTURE
�- ram
'
� N I;
}i N
M
Ij Ij M2SEE
Ij j 1S
•
TYPICAL ANCHORS
ELEV.
FOR SPACING
0 3
Z_
"= O
O�
M3 S2
I
M7 52
TYPICAL ANCHORS .
SEE ELEV.
u
_ .r • .. ..
• '
I�
M2
FOR SPACING
"
" . P TYPICAL AFICHORS
j1 `I
o
u
I SEE ELEV. •
^ FOR SPACING
"
ES TYPICAL ANCHORS
11 I SEE ELEV.
—
C'�
18Y
WOOD BUCK
FOR SPACING
r
u
a
•22.
•
• • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
• • ••
2
TYPICAL ANCHORS: SEE 0". FOR SPACING 014 SMS OR SELF •RILLINfi ECREAS� (I�MC 2 • )• • MUST SUSTAIN LOADS IMPOSED GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILIL DING STRUCTURE.
`
• • •
1 /4" DIA. TAPCON 13Y 'ITW' INTO METAL STRUGTUfts • • ♦
(Fw120 KSI. Fy-92 KSI) • • • •
1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIND• • • • •
MAD
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) E"9r. �CML� PRODUCT REVISED
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FlA PE 70592 et —plying with tM Flarids
-
1
1-1/2" MIN. PENETRATION INTO WOOD • • C.AN. 3B Building Coda
• • • • • • • • Au—plmuoNo IS- 04T9
THRU 1BY BUCKS INTO CONC. OR MASONRY SMS OR SEIi DR''**�uNG� (CR•ME 2 CRS) • • •• [' inttonDnte
1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DA COU4V AISPROt.D MULLIONIII (MIM.•THt • 090 By
")
NO SHIM SPiIL� • • • • • • • • • Mlmni ade Pr u�-trol
DIRECTLY INTO CONC. OR MASONRY ( l MAY 2D1
drawing no.
W10_02
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
sheet 4 of 6
•
•••
•
•
••
••
TYPICAL. INSTALLATION DETAILS
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
(Q
o
3
w
W
A ,
INSTALLATION DETAILS THRU 1X
INSTALLATION DETAILS THRU 2X
INSTALLATION DETAILS
INSTALLATION
DETAILS INTO METAL
I
WOOD BUCKS INTO CONCRETE
BUCKS OR INTO WOOD STRUCTURES
DIRECTLY INTO CONCRETE
STRUCTURES OR INTO APPROVED MULLIONS
W
o
V
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTOR
C 0
nfacu AHctaRs
1/4" MAX.
v 'oSEE
ELEV.
28Y WOOD BUCK FOR SPACING
SHIMS
Il Q
!I !I
3 E3 li li
II Ij
OR
Z W000 STRUCTURE
AJ
TYPICAL ANCHORS '
SEE
METAL
STRUCTURE
?A
I!
FOR SPACING a M2
TYPICAL ANCHORSSEE
Q
(�
_
52
I
,
ELEV.
FOR SPACING
F
.I.I M
zw
C3
a(
E2
�
�
• _ _ _
E6 �
S2
M.
a
'TYPICAL AAICHORS
' '
E3
!� !� M2
+
n
I SEE ELEV.
e 1By FOR SPACING
WOOD BUCK
j� j�
g
z (n
E8 E2 EJ
0
x Ow
1�-2-3/8• MIN. y
1/4•
CAP
BUCK HEIGHT
1/4" MAX.
GAP
N
I I
I I
>`
+NOT
WOODSTRUCTURE1/2• MIN.
1/2• MIN.
M Vl
O
o
ui � �('1
N M I
n�p��I
QI
Z �i
2 3/I
FIN FRAME
3
u2
cAuuaNDG
0 =
_
TYPICAL ANCHORS: SEE ELEV. FOR SPACING I
I
rn
#8 SMS (GRADE 2 CRS)
- -
- - -
- - - -
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
lit
WHEN USED THE MIN. WOOD
1-1/4" MIN. PENETRATION INTO WOOD 1
BUCK DEPTH SHALL BE 2%".
THE USE OF DEEPER OR
0
W F
"
n
BEVELED WOODBUCKS IS
PERMITTED.
HOOUSE WRAP
Es
E3 EXTERIOR
auac wwTri
BUCK WIDTH
I_
______----- ---------
I • ; f_____ _____ ________l I
C
•
„
.
r ___ • •��•,''uu,g,g�� couNY • II1�MMI COUNTY APPROVED I I
1 j j I PROVED�AIUAJOM • I �IiAU 10}N—& MULLION ANCHORS I
0
•�
o
o
o
E
1 I • MULAR ANEH0115 • 11lSE SEPARATE NOA
II 11 • E PAA1TE•�lOA •;I• • II
O
•1
I 1v
I 1 •• • • • I� II
___ �J ErW: JAVAD AHMAD
_ CIVIL PRODUCT REVISED
— — — — — — —
� t I � _ _ _ _ _ . _ •
M. PE 70592
us cum I
P Ying wish the Florida
o
• • • • • •
• i TYPICAL ANCHORSintion
•• • •• • • • • SEE ELEV.
••••
135311BugdutgCode60
Acecptance No "041 Sr
Date•
BY
drowingn•
•
• • • FOR SPACINGM'
015
'Dade Produce on 1
#14 X 1• SMS.
w I U—OL
sheet of 6
2.505
.068
t.995 .512
.995 .085
TYP.
1.335
Et FLANGE FRAME
2.SOS �-.088
T e2
1.495
995 065
TYR
1.335
E2 FLUSH FRAME/FIN FRAME
.675
.995
1.184
O GLAZING BEAD (LAM. GLASS)
1—.120
.995 OSO
TYP.
1F 125
E4 GLAZING BEAD (LAM. INSUL. GLASS)
GLAZING ANGLE (LAM. INSUL. f
1.130^.055
t.55o
1.s6D
1.450
160
4-4-
•5� .050
.
E5 NAIL
1.395
FIN ADAPTER
E8 FLANGE ADAPTOR
1.395
L7— ��.,eo
1.1 i9
291
.050J .06
.050 I
1OFLUSH FRAME COVER I(2 SCREW COVER
FRAME COVER I(2 SCREW COVER
ITEM
PART /
DESCRIPTION
MATERIAL
MANE./SUPPLIER/REMARKS
E1
CGI-116
FIANCE FRAME
6063-T6
-
E2
CGI-119
FLUSH FRAME/FlN FRAME
6063-TO
-
E3
CGI-121
V4/WDW.y
GLAZING BEAD (LAM. CLASS)
6063-T6
-
E4
CGI-123
GLAZING BEAD (LAM. INSUL. GLASS)
6063-T6
-
E5
CGI-110
NAIL FIN ADAPTOR
6063-T6
-
E6
CGI-109
FRONT FLANGE ADAPTOR
6053-T6
-
M 1
CGI-382V
AS REOD.
GLAZING BULB VINYL
PVC
DUROMETER 75-80 SHORE A
M2
CGI-124
AS REOD.
SCREW COVER- OPTIONAL
PVC
PVC
-
-
M3
CGI-112
AS READ,
FLUSH FRAME COVER
M4
-
OPTIONAL
GLAZING ANGLE (1 X 1/2 X 1/8-)
6063-T5
-
M5
-
2/ LITE
SETTING BLOCKS
EPDM
DUROMEfER 85*5 SHORE A
S2
010 X 1-1/4-
2/ CORNER
ASSEMBLY SCREW PHL. PH SAPS
ST/ST
-
CIRCULAR WINDOWS
WELDED JOINT
AT ENDS
T*
RECT. OR SQUARE WINDOWS
YMMI06 14M 1041L1,
Z
CIA
• •• • • • • ••• •
En9r: JAVAO AHMAD l "
CML PRODUCTno
FLA. PE Y 70592 AT —plying with the Florida l
CA 535 Builduig Code
• • • • • • • • • Amplanco No I TJ- 03 Y k
• � • • � • • • inli"n Dole �(j � 8 b s
• • • •• • • • By u
• •• •• • • • • • • 2015 All"' edcProduclCon 1 drawing no.
••• • • • i•• ••• W10-02
sheet 6 0 F 6
•••
0
0
0 0
•••