HomeMy WebLinkAboutNOA; Series Sentinel 130 Aluminium Fixed WindowM iAM 1•DADE MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONO C 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSIO T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE A www.miamidade.sov/economv
CGI Windows and Doors, Inc. n 1 5 ..
10100 NW 25" Street 6T, I,wcle Qum, Permitting
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— S.M.I.
APPROVAL DOCUMENT: Drawing No. W14-19, titled "Series Sentinel 130 Aluminum Fixed Window
(S.M.I.)", sheets I through 6 of 6, dated 04/10/14, with revision B dated 08/29/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
AISSILE IMPACT RATING: Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent, label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration, date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.15-0512.17 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0918.08
Expiration Date: July 31, 2019
Approval Date: November 30, 2017
/i f �11)1 !+fir Page 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14- 051 S. 11)
2. Drawing No. W14-19, titled Series Sentinel 130 Aluminum Fixed Window (S.M.I.),
sheets 1 through 6 of 6, dated 04/10/14, with revision A 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(D 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, TAS 203-94
along with marked -up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. 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 23 8 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super
_... Spacerg 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) Small 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 an aluminum fixed
window, prepared by Certified Testing Laboratories, Test Report No. CTLA
3009WC, dated 03/24/14, signed and sealed by R esh C. Patel, P.E
(Submitted under NOA No.14-0515.11)
Manuel ez, P.M.
Product Contr 1 xaminer
NOA No. 17-0918.08
Expiration Date: July 31, 2019
Approval Date: November 30, 2017
E-1 .
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 50`
Edition (2014), prepared by Al-Farooq Corporation, dated 04/07/14, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no
financial interest, dated May 8, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.14-0515.11)
2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013
and revised on February 24, 2014, signed by Manuel Perez, P.E.
(Submitted under NOA No. 14-0515. 11)
3. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray
America, Inc., as well as Duraseal® and Super Spacer@ Standard warm -edge
flexible insulating glass spacers, dated December 16, 2014, .issued by RER, Product
Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section.
G. OTHERS
1. Notice of Acceptance No. 14-0515.11, issued to CGI Windows & Doors for their
Series "Sentinel 130" Aluminum Fixed Window - S.M.I. approved on 07/31/14 and
expiring on 07/31/19.
Manuel Pere/1 P. .
Product Control Exhai4fier
NOA No. 17-0918.08
Expiration Date: July 31, 2019
Approval Date: November 30, 2017
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS "
1. Drawing No. W14-19, titled Series Sentinel 130 Aluminum Fixed Window (S.M.I.),
sheets 1 through 6 of 6, dated 04/10/14, with revision B dated 08/29/17, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), updated on September 6, 2017, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC
6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0512.17, issued to CGI Windows and Doors, Inc. for
their Series "Sentinel 130" Aluminum Fixed Window - S.M.I. approved on 09/17/15
and expiring on 07/31/19.
Manuel P rez, .E.
Product Control xa iner
NOA No. 1 - 18.08
Expiration Date: July 31, 2019
Approval Date: November 30, 2017
E-3
I
FLANGE & FLANGE ADAPTOR FRAME (SUF
SERIES SENTINEL 130 ALUMINUM FIXED WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF Fl%_/FIX OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY
APPROVED 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 T1,251ED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDITION)/2017 OTH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FIVHZ).
18Y OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. .
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT. I.e. LIFE SAFELY 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
.r •
ANCHOR SPACING SHOWN HEREIN APPLICABLE
TO FLANGE AND FLUSH FRAMES.
SEE SHEET 2 FOR FIN FRAMES.
II II
II II II
I� II II 11 II
II
II II 7J'� II jl
II 0 II
Ij II II II it
h II II . 11 1
18- MAX. I 6" MAX.
EQUAL LEG FRAME
Fw�mDTII
WINDOW W WIDTH_, WINDOW WIDTH WINDS WIDTH..f WINDOW WIDTH WINDOW�WIDTH �
Ell,
3 i I I 3
L J L— —J
WINDOW W WIDTH WINDOW WINDOW WIDTH W. WIDTH DAYLRE OPENINGS:
�I D.LO. HEIGHT =BUCK HEIGHT - 3.00"
D.L.O. WIDTH = BUCK .WIDTH - 3.00"
LAM. GLASS INSULATING LAM.GLASE
3 3 0 SMALL MISSILE 1"AC1
0
THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. PRODUCT REVISED
MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED as complying with the Florida 70592
Building Code
FOR INSTALLATIONS UP 70 30 FT. OF GRADE NOA-No. 17-0918.08 �7
SHUTTERS NOT REQD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE iration Date 07/31t2019
'.
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE By Az RIDt`.•' q��
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS MI ad
e Product Co �i.•s/ "
SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SWIPES. 1/11111 ,"11
9
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6'
.IT 51
FIN FRAMES
L
48'
TYPICAL ELEVATIONS
Iw y.0 m
ay
SUCK WIDTH
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BUCK WIDTH
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16" MAX.
6' MAX. 16' MAX..
Ed to.i
SHORTER
CORNE]25 STRAIGHT
SIDES
Z V
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SIDES
ALTERNATE SHAPES AS SHOWN ON SHEET I ALSO AVAILABLE FOR FIN FRAMES
S? 14 2017 a
•s
PRODUCT REVISED '^
as —.p%rg with the Florida
Duliding Lode =
NOA-No. 17-0918.08 fi
EVIrat on Date 0713IJ2019 ®•' OF drawing ` no.
Rylomo��a� W 14-19
Mla Dade Product n 1 ���it���
��,lllllllltt, sheet 2 of 6
•
DESIGN
LOAD
CAPACITY -
PSF
DESIGN LOAD CAPACITY - PSF
FLANGE DIMS. BUCK DBTe. GLASS TYPES '➢' A,'DI'
WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-)
2,C 23 '100.0 120.0
30' 29' 1000 120.0
114" 113,
36' 35' 100.0 120.0
41' 1. 100.0 120.0
24' 23' 1000 120.0
30' 1. 100.0 1200
36' 120' 35' 179• 100.0 120.0
39' 3B'. 100.0 120.0
24' 23• 100.0 120.0
30' 121' 29• 120' 100.0 120.D
36, 35'1000 120.0
39' 38' 100.0 120.0
_
DESIGN LOAD CAPACITY - PSF.0.
FLANGE-DDTS. •BUCK DBIS. GTA49 TYPES V k'DI'
WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) DR.(+) 1NT.(-)
19-1/6, 18-1/8 100.0 120.0
26-1/Y 25-1/2' 100.0 120.0
37' 26' 36, u• 100.0 120.0
48' 47' 100.0 120.0
63-1/8' 52-1/8' 100.0 120.0
fill 60' 100.0 120:0
19-1/8' 18-1/B' 100.0 120.0
26-1/2' 25-1/2' 100.0 120.0
37' 36' 100.0 120.0
38- 3/B' 37-3/B'
411' 47 100.0 120.0
53-1/e 52-1/B' 100.0 120.0
Si, 60' 100.0 120.0
19-1/8" 18-1/e• 100.0 120.0
26-1/Y 25-1/2' 100.0 120.0
37' 50-5/e' 36• 100.0 120.0
46' 47' 100.0 120.0
49-5/B'
53-t/e' sz-1/e' 9s.7 tts.t
61' 6D' 96.7 116.1
75-1/4' 74-1/4' 96.7 116.1
83-3/4' 92-3/4' 96.7 116.1
19-1/8' 18-1/8" 100.0 120.0
26-1/2 25-1/2' 100.0 120.0
37' 36' 100.0 120.0
63' 62'
'm 47' 100.0 120.0
53-1/6' 52-1/B' 92-1 110.5
ei" 60' 80.0 96.0
75-1/4' 74-1/4" 77.4 92.9
19-1/6' 18-1/8' 100.0 120.0
26-1/2' 25-1/2" 100.0 120.0
37 76" 36' 75, 100.0 120.0
48' 47' 100.0 120.0
53-1/8' 52-1/8' 92.1 110.5
ell
ANCHOR SPACING TO BE AS PER SHEET 1
3/16' HEAI'STREN'D GLASS 3/8' AIR JACEII'HEAT STREND CLASS
090' Interfayer 090' Intedoyer
Satlex Clear And Color GlassSaflex Clear And Color Glans
By 'Eastman Chemtcai Cc.'By 'Eastman Chemical Co.'
OR OR
090' Interlayer 3/16' TEMP. 090" Intedayer
Trosifol PVB Trosifol PVE1
By 'Kummy America, Ina.'By 'Kuraray America, Inc.'
3/16' TEMP. GLASS3/16' TEMP. CLASS
SILICONESILICONE
SILICONE
1200GE 1200
DOW CORNING 899DOW CORNING 899
i m DOW CORNING 995 z mOOAV CORNING 995
ji30'
< t jjl µ1�
n f3 it I nI
I! I I!w48'47' I�II XL EDGE SPACERQ48•
ST, STEEL BY 'CARDINAL'
OR04
p p DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
AT 1/4 POINTS ON LRES yF�'
w M4 WIDER THAN 36" ONLY W M4 AT 1/4 POINTS ALL SIZES
GLASS TYPE 'D' GLASS TYPE 'Dl'
7/16' OVERALL LAM. GLASS 1' OVERALL INSUL LAM. CLASS
A TF. BUCK DIMS �,
j- 1
FLANGE FRAME
^ FI
UWGE DIMS
BUCK DNS
EGUAL LEG FRAME
BUCK DIMS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.08
FIN FRAME ('
Explratlon Date 07 1/2019 4
BUCK DIMS
By 0,^^•���IIT''•••
Nllam ade Produ I
FLANGE ADAPTOR ERAME
I_ FLANGE 01M5�1
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•'• ATE OF •Q(/ �
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WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. �fLH I I111111A
V
14
re
FLANGE
DIMS.
BUCK
DDIS.
MASS TYPES
V h 'Dl'
WIDTH (W)
LENGTH (L)
WIDTH (W)
LENGTH (L)
EXT.(+)
1M.(-)
24'
30'
36•
4Y
48'
54'
60'
61'
36'
23'
29'
35'
41'
1.
53'
59'
60'
35'
100.0
120.0
•�
z n n
Q of
N g L a
o m Qi
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Q N ra
Q G W 1�7
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Q
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w
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9
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100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
24"
4Y
5e
60'
fill
23'
29'
35"
41'
47•
53'
59'
60'
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0:I
100.0
120.0
100.0
120.0
100.0
120.0
24'
30•
38'
42'
48'
54'
60'
fill
60•
1.
29'
35'
41'
47'
53•
59'
60'
59'
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
90.6
1083
81.4
97.6
61.4
97.6
24'
30'
36'
4Y
4B•
54'
60'
61'
72'
23"
2s'
35'
41'
1.
SY
S9'
so.
71•
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
90.6
108.7
B1.4
97.6
800
96.0
2a'
30'
36"
42'
48'
54'
56'
84.
z3•
29'
35
41'
47
S3'
S5'
may.
too.o
tzo.0
100.0
120.0
100.0
120.0
too.o
120.0
100.0
120.0
90.6
108.7
873
104.7
24'
30'
36,
42'
48'
49'
97'
23
29'
35'
41'
47'
48'
96'
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
100.0
120.0
c
m o
100.0
120.0
2e
30,
36•
42'
46'
102"
23'
1.
35'
41'
45'
lei"
100.0
1200
< m
100.0
120.0
1+
drawing9 no.
W14-19
9he¢{ $ Of 6
100.0
120.0
100.0
120.0
100.0
117.6
24'
30'
36•
4Y•
44'
tOB'
1.
29'
35
41•
43'
107"
100.0
120.0
IOD.0
1200.
100.0
120.0
16D.D
tn.l
f00.0
113.0
TYPICAL INSTALLATION DETAILS
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8
m
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES .OF WINDOW
��
INSTALLATION DETAILS THRU 1X
INSTALLATION DETAILS THRU 2X
INSTALLATION DETAILS
INSTALLATION DETAILS INTO METAL
Z
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WOOD BUCKS INTO CONCRETE
BUCKS OR INTO WOOD STRUCTURES
DIRECTLY INTO CONCRETE
STRUCTURES OR INTO APPROVED MULLIONS
FLANGE
FLANGE TYPICAL ANCHORS
FLANGE 1/4' MAX
FLANGE
I
q
¢ o
2BY WOOD BUCK FOR SPACING
SHIMS
MLIAL-
o Lo
0. . g
-yd,
�I �I
WOOD STRUCTUR
TYPICAL ANCHORSELFV'•
STRUCTURE
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M2
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FOR SPACING o +♦ M2
TYPKANCHORS
FOR SPACING
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ES Ij Ij
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c
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1/4• �- -'
B
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EQUAL LEG
EQUAL LEG
— _
EQUAL LEG a .
EQUAL LEG
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2BY WOOD BUCK
A
Al WOOD STRUCTURE
M2
C1
METAL
STRUCTURE
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1• x
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TYPICAL ANCHORS
FOR SPACING
',.'�
GH
U, LLi vd
N
U M m
II 11
> MIN. `N
a
EzE
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6
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-
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TYPICAL ANCHORS y
SEE ELEV.
FOR SPACING ''v ♦- •
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N2
p ISEE I ! I "ANCHORS
. ..' ^
�CHORS
ELEV.
FOR SPACING
TYPICAL
li !1 SEE ELEV.
w ^
WOOD BUCK
FOR SPACING
o
F
PRODUCT REVISED
as eomplVing with the Florida METAL STRUCTURE NOT BY CGI WOW.
WOOD BUCKS AND
euilding tLode MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
NOA-No. 77-0918.08
AND TRANSFER THEM TO THE BUILDING STRUCTURE
Expiration Date 07131/2019
c u
e
---11��'///������,,,��.��.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING By
2 c'
h
X o
aam de Produc o tr
1 /4° DIA. KMK-CON II BY 'HILTI' (Fu=163 KSI, Fy-157 KSI) S ``A11111111ll"
ULTRACON BY 'ELCO' 10, Fy_155 KSI) i14 SMS OR SET F DRILLING SCREWS (GRADE 2 cRs) TYPICAL EDGE DISTANCE 4 2017 M,
L °c
m
�4° DL4. (Fu=177 �� �
J
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
C...
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO CONCRETE AND MASONRY = 2-1/2" MIN. :��
1-1/2-MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) OR INTO WOOD STRUCTURE = 1' MIN.
INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURE = 3 4a MIN.
THRU 1BY BUCKS INTO CONC. OR BLOCKS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE / ?*^
c
1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8' THK. MIN. (6063-75 MIN.) WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
'.•
1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) STEEL 1/8' THK. MIN. (Fy = 36 KSI MIN.) CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN.
OF r�
draWing no.
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2D00 PSI MIN.
DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
��1!O! • '
I� 4— 9
�� (d��:
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1�
sheet 4 of 8
1-7/4' MIN. EMBED INTO BLOCKS (JAMBS) /11111111
TYPICAL INSTALLATION DETAILS
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
Z m w
i
INSTALLATION
DETAILS INTO METAL
6
INSTALLATION DETAILS THRU 1X
INSTALLATION DETAILS THRU 2X
INSTALLATION DETAILS _
f I
Z a
WOOD BUCKS INTO CONCRETE
BUCKS OR INTO WOOD STRUCTURES
DIRECTLY INTO CONCRETE
STRUCTURES
OR INTO APPROVED MULLIONS
g O ' U
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTOR
dtµµC�tt
LL
TYPICAL ANCHORS
1/4' MAX
0 t y m
SEE ELEV.
2BY WOOD BUCK FOR SPACINGM
SHIMS
•
METAL
v D d
Cf X.
OR
. 'v
TYPICALSTRUCTURE TYPICPLSEµET E�
FOR SPACING•I
STRUCTURE
ANCHORS
0 p QO
I! II
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SPACING
2
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52 =
MIN.SEE
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FOR
6
HE
am
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cbmf r
ES
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I I I I
dG
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>• ,• v ,. TYPICAL IUTCHORS
!� !j M2
C n
^ • I SEE ELEV.
FOR SPACING
E7
ij ij
Ij 11
g
B o
WOOD BUCK
..
E6 Q
O .".
S 0 t5
23�
1/4' MAx.
BUCK HEIGHT
j�— 1/4' MAX.
I
Lj
CUf
WOOD STRUCTURE
NOT BY CGI
1/2' MIN.
_
1/2' MIN.
y o � uO1i
i N 'o I
M
2 J
v0 3
C Z 4
FIN FRAME
M2
BACKBED
n
i
\♦♦♦
CAULKINGEa
per,
O o a
U R
TYPICAL ANCHORS: SEE ELLV. FOR SPACING
I
I
Tr'i
B8 SMS (GRADE 2 CRS)
z
-
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
WHEN USED THE MIN. WOOD
1-1/4' MIN. PENETRATION INTO WOOD
1
oi
-
BUCK DEPTH SHALL BE 2%".
9
THE USE OF DEEPER OR
o
BEVELED WOODBUCKS IS
HOUSE WRAP
E3 EXTERIOR
PERMITTED.
NOT BY CGI
10
DUCK WIDTH
BUCK WIDTH
'
coo
°
n
�--_-_- MIMAI-DARE COUNTY j I MIAMI-DAD COUNTY APPROVED 1 j
I r I APPROVED MULLION I I MULLION & MULLION ANCHORS 1
& MULLION ANCHORS
' SEPARATE NOA
I SEE SEPARATE NOA I
m
< m
I I SEE
11 I I
111 I1/1tA
•e
I 1 I ♦ ��_ Alp
1 I
L------ -- _=�='i
___— - -
PRODUCT REVISED
as complying YMth the Florida
Bulldfng Code
��♦♦�� : V ;�''�
T05g2
1
3
I i i I
Noa-No. 17-0918.08
_
Expi.m. Date 0713 2019
-'6 :• ' ��
`
< r
-.•-
TYPICAL ANCHORS
FOR SPACINO
By
Miam a s Pro a o
'�® •'• 1E OF X!/�
i ••. OR1DR: ' \��
drowing no.
ttlllllll711
�I!J 14-19
sheet 5 of B
I�--2S05
I A6B
1.995 812
.995 065 '
TIP.
1.335
O 'FLANGE FRAME
2505 .066
F .812
1.495
.995 065
7YP.
1.335
O FLUSH FRAME/FIN FRAME
j .675
.995 I .050 .9b 5
�1.184
O GLAZING BEAD (LAM. CLASS)
.120
.99� 050
TYP.
1.1 e4
E4 GLAZING BEAD (LAM. INSUL' GLASS)
1.130 .065
1.450
.tea
1.550 1.680
ssa .asD
1.395
O NAIL FIN ADAPTER O FLANGE ADAPTOR
1.395-�{ 1.119
.180 79t
.050 .050
.065 1.081
M3 FLUSH FRAME COVER O SCREW COVER
ITEM
PART g
QUANTI-
DESCRIEMON
MATERIAT.
MANF./SUPPLER/REMARKS
E1
CGI-118
4/ WDW.
FLANGE FRAME
6063-T6
-
E2
CGI-119
4/ WOW.
FLUSH FRAME/FIN FRAME
- 6063-T6
-
. E3
CGI-121
4/ WOW.
GLAZING BEAD (WI. GLASS)
6063 T6
-
E4
CGI-123
4/ WOW.
GLAZING BEAD (LAM. INSUL GLASS)
6063-T6
-
E5
CCI-110
4/ WOW.
NAIL FTN ADAPTOR
6063-T6
-
E6
CGI-109
4/ WOW.
FRONT FLANGE ADAPTOR
6063-T6
- ,
M7
CCI-382V
AS READ.
GLAZING BULB VINYL
PVC
DUROMETER 75-BO SHORE A
M2
CGI-124
AS REOD.
SCREW COVER- OPDONPL
PVC
-
M3
CGI-112
AS REOD.
FLUSH FRAME COVER
PVC
-
M4
-
2/ LITE
SETTING BLOCKS
EPDM
DUROMETER BOAS SHORE A
S2
g10 X 1-.1/4'
2/ CORNER
ASSEMBLY SCREW PHL PH SIAS
ST/ST
-
CIRCULAR WINDOWS
7
JOINT
RECL OR SOUARE WINDOWS
nT. CORNER DETAILS
G? S 112017
0-0 \\\LEI
PRODUCT REVISED \
as complzl with the Florida
Building Cade
NOA-No. 17-0918.08
E=hmuon Data 07/1112019
OF drawing ` no.
A1 W14-19
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