HomeMy WebLinkAboutProduct ApprovalM IAM I-DADE MIAMI—DAME COUNTY, FLORIDA
Em 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
CGI Windows & Doors, Inc.
10100 NW 25 Street
Miami, Fl. 33172
www. mia mid ad e.¢ov/eco no m v
.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 120" Aluminum Horizontal Sliding Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding
Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H"
dated 09/05/17, 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.
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, 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 revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E 2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
NOA No. 17-0918.09
MIAMFDADE COUN Expiration Date: September 22, 2020
Approval Date: November 02, 2017
Page 1
CGI Windows & 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's No.'s 10-0510.12 and 15-0512.05)
2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.L/
S.M.L)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision
"G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
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, FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series Sentinel 120
aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test
Report No. CTLA-3062W, dated 07/07/15, 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 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.
(Submitted tinder previous NOA No. 15-0512.05)
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 project out
window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(t 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.
(Submitted under previous NOA No. 15-0512.05)
orge M. Plasencia, P. E.
Prod ct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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 aluminum fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(I
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.
(Submitted under previous NOA No. 15-0512.05)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
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, FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series "Sentinel"
aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC,
Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NOA No. 10-0510.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5`
Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on
05/11/16, 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. 14-0916.10 issued to Kuraray America, Inc. for their
°Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. 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.
•ge M. Plasencia, P. E.
Produet Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-2
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 5" Edition (2014) and of no
financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P. E.
2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15,
issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E.
3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by
Jaime Gascon, P. E., Section Supervisor.
4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated
03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all
issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E.
(Submitted under previous NOA No. 15-0512.05)
5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon, P. E., Section Supervisor.
(Submitted under previous NOA No. 15-0512.05)
6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by
Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NOA No. 10-0510.12)
G. OTHERS
1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their
Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on
08/20/15 and expiring on 09/22/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.L/
S.M.L)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through I I of 11, dated 03/29/10 with revision
"H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
/ orge M. Plasencia, P. E.
ProHnct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-3
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol(k Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their
"SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18.
3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 09/07/17, expiring on 12/11/18.
4. 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 to FBC 5" Edition (2014) and FBC 6" Edition
(2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P. E.
G. OTHERS
1. This NOA revises NOA 415-0929.13, expiring on 09/22/20.
orge M. Plasencia, P. E.
Pr uct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-4
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SERIES SENTINEL 120
ALUMINUM HORIZONTAL SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H,R./H.R. OR HORIZONTAL ROLLING 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 TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
19Y OR 2BY 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 MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UMITED 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 SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
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(XO OR OX SIZES)
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAII, H.D. MTG. RAIL H.D. MTG. RACL
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WIDTH
HEIGHT
WIDTH
HEIGHT
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8-i5/16'
83-1/2"
2b"
S4-3/4"
7-15/1fi"
82-1/2"
25"
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65.0 65.0 80.0 90,0 65.0 65.0
65.0 65.0 80.0 90.0 65.0 65.0
55-3/4"
8-15/16"
83-1/Z"
38-3/8"
54-3/4'
7-35/18"
82-1 /2"
37-3/8"
65.0 65.0 80.0. 90.0 85.0 65.0
65.0 65.0 80.0 90.0 65.0 65.0
65.0 fi5.0 80.0 90.0 65.0 65.0
SS -3/4"
8-15/16'
83-1/2"
50-5/8"
54-3/4"
7-15/16"
82-1/2"
45-5/8"
65.0 65.0 80-D 90.0 65.0 fi5.0
- - - - 65.0 65.0
- - - - 65.0 65.0
55-3/4"
8-15/16"
83-1/2"
63"
54-3/4"
7-15/16"
82-1/2"
62"
65.0 65.0 80.0 90.0 65.0 65.0
- - - - 65.0 65.0
- - - - fi5.0 65.0
74"
52-1/8"
73"
65.0 65.Q 80.0
90.0
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90.0
DESIGN LOAD CAPACITY -PSF
(XO OR OX SIZES)
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAII, H.D. MTG. RAIL H.D. MTG. RACL
GLASS TYPES GLASS TYPES GLASS TYPES
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WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+) INT.(-) EXT.(+) LINT.(-) EXI.(+) INT.(-)
55-3/$'
8-i5/16'
83-1/2"
2b"
S4-3/4"
7-15/1fi"
82-1/2"
25"
65.0 65.0 80.0 90.0 65.0 65.0
65.0 65.0 80.0 90,0 65.0 65.0
65.0 65.0 80.0 90.0 65.0 65.0
55-3/4"
8-15/16"
83-1/Z"
38-3/8"
54-3/4'
7-35/18"
82-1 /2"
37-3/8"
65.0 65.0 80.0. 90.0 85.0 65.0
65.0 65.0 80.0 90.0 65.0 65.0
65.0 fi5.0 80.0 90.0 65.0 65.0
SS -3/4"
8-15/16'
83-1/2"
50-5/8"
54-3/4"
7-15/16"
82-1/2"
45-5/8"
65.0 65.0 80-D 90.0 65.0 fi5.0
- - - - 65.0 65.0
- - - - 65.0 65.0
55-3/4"
8-15/16"
83-1/2"
63"
54-3/4"
7-15/16"
82-1/2"
62"
65.0 65.0 80.0 90.0 65.0 65.0
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NOTE:
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E4 E4 EASED ON ASTM E1300-09 (3 SEC. GUSTS)•.• Ati•BOH =��i drawing no.
AND FLORIDA BUILDING COMMISSION %�� ° • ®�?®�°°��� W 1 Q- 1 $
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°7laollo111�A sheet 2 aP 11
' BESIGN LOAD CAPACITY -PSF
(XO OR OX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL
GLASS TYP&S GLA65 TYPES
FLANGE DIMS. HULK DIMS. 'A'&'Al', 'H'&`Hi' 'B' & 'Bt'
HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EX"f.(+)
26-1/2" 25-1/Z" 65,0 65.0 60.0 90.0
37" 26" 36" 25„ b5.0 65.0 80.0 90.0
53-1/8" 52-1/8" 65.0 65.0 80.0 90.0
74" 73" b5.0 b5.0 80.0 I 90.0
26-1/2" 25-1/2" 65.0 65.0 80.0 90.0
37" 38-3/8" 36" 37-3/8° 65.0 65.0 60.0 90.0
53-1/8" 52 -?/8" 65.0 65.0 80.0 90.0
74" 73" 65.0 65.Q 80.0 90.0
26-1/Z" 25-1 /2" 65.0 65.0 80.0 90.0
37 50-5/8' 36" 49-5/8" 65.0 65.0 80.0 90.0
53-1/8" 52-1/8" 65.0 65.0 80.0 90.0
74" 75" 65.0 b5.0 80.0 90-0
26-1/2" 25-1/2" 65.0 65.0 80.0 90.0
37 83„ 36" 62„ 65.0 65.0 80.0 90.0
T--
53-
(1 /3W),
(2/3W)
I
1
PRODUCT REVISED n
as complying with the Florida 0
Building Code of
Noa-No. 17-0918.09
y a 3
Expiration Cate 09/22/2020 ®_ a- z
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FL4NGE DIMS _1 FLANGE DIMS _ a 0 0
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GLASS CAPACITIES ON THIS SHEET ARE �� O
64 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ti• 6R > drawing no.
AND FLORIDA BUILDING COMMISSION '>,�, ° <®°'���� W10-18
STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 �'�i Ad o�
11, 11100% sheet 2.10=fl
(1/4W)
(1 /2W
DESIGN
LOAD CAPACITY'
(XOX SIZES)
-PSF
(f/3W)
FLANGE DIMS.
BUCK
DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES GLASS TYPES
'A'&'At', 'H'&'BI' 'B' & 'Bl'
WIDTH
HEIGHT
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EX"f.(+)
EXF.(+)
74"
106-1/4"
111"
26"
73"
705-1 /4"
110"
25"
65.0 �
65.0
80.0
90.0
65.0 65,0 80.0
90.0
65.0 65.0 80.0
90.0
74"
106-1/4"
111"
38-3/8"
73"
105-1 /4"
170"
37-3/8"
65.0
65.0
80.0
90.0
65.0 65.0 80.0
90.0
65.0 65.0 80.0
90.0
74"
106-7/4"
171"
50-5/B"
73"
305-1/4"
710"
49-5/8"
65.0
65.0
80.0
90.0
65.0 65.0 80.0
90.0
tt
65.0 f 65.0 80.0
90.0
74"
706-1/4"
111"
63"
73"
105-3 /4"
770"
62"
65.0
65.0
80.0
90.D
61.6 61.6 80.0
90.0
60.0 60.0 80.0
90.0
(1/4W)
(1 /2W
I
� (1/3W)
(1 /3W)
(f/3W)
FLANGE DIMS.
I�
i
H.B. MTG.
(1/4W)
(1 /2W
I
DESIGN LOAD CAPACITY
(XOX SIZES)
-PSF
FLANGE DIMS.
BUCK DIMS.
STD. MTG. RAII.
H.B. MTG.
RAIL
H.➢. MTG. RAIL
GLASS TYPES GLASS TYPES GLASS TYPES
'A'&`A1', 'H'&`81' 'B' & 'B1' 'C' & 'CI'
WIDTH
HEIGHT
WIDTH
HEIGHT
EXi.(+) INT.(-)
EXF.(+)
INT.(-)
EXT.(+)
INT.(-)
7¢^
106-1/0."
111••
26"
73"
105-1/4"
710'
25"
65.0 � 65.0
80.0
90.0
65.0
65.D
65.0 65.0 80.0 90.0 65.0
65.0
65.0 65.0 80.0 90,0 65.0
65.0
7¢'•
106-1/4"
711"
38-3/8'"
73"
105-1 /4"
110"
37-3/8"
65.0 65.0
80.0
90.0
b5.0
65.0
65.0 65.0 80.0 90.0 65.0
65.0
65.0 65.0 80.0 90.0 65.0
65.0
7q'•
105-1/4"
171°
50-5/8"
73"
105-1/4"
110°
49-5/8"
85.0 65.0
80.0
90.0
65.0
65.0
- - - - 65.0
� 65.0
- - - - 65,0
65.0
74"
106-1/4"
63"
73"
105-tf4"
62"
65.0 65.0
80.0
90.0
65,0
65.0
- - - - 65.0
55.0
65.0
65.0
(1/4W)
(1 /2W
I
PRODUCT REVISED n
as complying with the Florida
Building Code o
NOA-No. 17.0918.09
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Expiration Date 09/22/2020 Q F. 0 z
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E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)Oi= �� drawing no.
AND FLORIDA BUILDING COMMISSION ^ t/1%j �-
STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 sl � �ao�fA \\ sheet 3 of 11
DESIGN LOAD
DESIGN LOAD
(XO OR
CAPACITY - P5F
OX SIZES)
BUCK
BUCK DIMS.
STD. MTG. RAIL
H.D. MTG. RAIL
H.D. MTG. RAIL
GLASS TYPES GLASS TYPES
'A'k'AI', 'B' & 'B1'
GLA65 TYPES
'C' & '01'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+} INT.(-)
EXT.(+)
INT.(-)
54-3/4"
7-15/16'
82-1/2"
25^
65.0
65.0
80-0 80.0
65.0
65.0
65.0 65.0 80.0 80.0
65.0
65.0
65.0 65.0 80.0 80.0
65.0
65.0
54-3/4"
7-75/16
82-7/2"
37-3/8"
65.0
65.0
80.0 BO.O
65.0
65.0
55.0 65.0 80.0 I 60.0
65.0 t
65.0
65.0 fi5.0 80.0 80.0
65.0
65.0
54-3/4"
7-15/16^
82-7f2^-65.054-3/4"5.080.065.0715/16'62'-65.0
4@-5/e"
65.0
65.0
80.0 60.0
65.0
65.0
- - -
25-t/2"
36"
52-1/8"
73"
65.0
65,0
65.0
SOA
80.0
65.0 65.0 80.0
- 80.0
65.0 65.0 80.0
+-65
60.? 60.2 80.0
80.0
65.0
PRODUCT REVISED n
as complying with the Florida
Building Code o
NOA-No. 17.0918.09
Z m
Expiration Date 09/22/2020 Q F. 0 z
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OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
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GLASS CAPACITIES ON THIS SHEET ARE �� w
E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)Oi= �� drawing no.
AND FLORIDA BUILDING COMMISSION ^ t/1%j �-
STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 sl � �ao�fA \\ sheet 3 of 11
DESIGN LOAD
(XO OR
CAPACITY - PSF
OX SIZES)
BUCK
DIMS.
STD. MTG. RAIL
H.P. MTG.
RAIL
GLASS TYPES GLASS TYPES
'A'&'Ai', 'B' & 'HS'
WlOTH
HEIGHT
EXT-(+)
INT.(-)
IXT.(+)
INT.(-)
25-1/2"
36"
52-1f8"
73"
25,
fi5.0
65.0
80.0
80.0
65.0 fi5.0 80.0
80.0
"05.0 65.0 80.0
80.D
65.0 65.0 80.0
80.0
25-t/2"
36"
52-t/8"
73"
37-3/8"
65.0 i
65.0
80.0
80.0
65.0 65.0 $6.0
80.0
65.0 65.0 $0.0
80.0
65.0 65.0 80.0
80.0
25-1/2"
36'
52-1/8"
73"
48_5/8^
65.0
65.0
80.0
80.0
65.0 65.0 80.0
80.0
65.0 65.0 80.0
80.0
65.0 65.0 80.0
80.0
25-t/2"
36"
52-1/8"
73"
62„
65,0
65.0
SOA
80.0
65.0 65.0 80.0
- 80.0
65.0 65.0 80.0
80.0
60.? 60.2 80.0
80.0
l9RODUCT REVISED o!
as complying with the Florida
Building Code o
NOA-No. 17-0918.09 m j
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Expiration Date 09/22/2020 0 z
B s W 9!f 2Z N d
Miami -Dad J roduct Control 0. + 6
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BUCK DIMS
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GLASS CAPACITIES ON THIS SHEET ARE c �a
E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)•., A 0$���. drawing no.
AND FLORIDA BUILDING COMMISSION '� 9®�'° ��� W10-18
STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 ����®
oi�Bgppp111v7v sheet3,lof 11
DESIGN LOAD CAPACITY -PSF
(XOX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL
GLASS TYPES GLASS TYPES
BUCK DIMS. 'A'&'Ai', 'B' & `BI'
WIDTH HEIGHT EXT.(+} INT.(-)
DESIGN LOAD
(XOX
CAPACITY -PSF
SIZES)
(1/34N)
I (1f3W)
BUCK
DIMS.
STD. MTG. RAIL
H.D. MTG.
RAII.
H.D. MTG. RAIL
EXT.(+)
INT.{-)
73"
105-1/4"
110"
25"
65.0 65.0
80.0
80.0
65.0 65.0 80.0
80.0
65.0 65.0 80.0
80.0
73"
105-1 /4"
110"
37-3/8"
65.0 fi5.0
80.0
80.0
65.D 65.0 80.0
80.0
65.0 65.0 80.0
80.0
73"
105-1/4"
t10"
49-5/8"
65.0 65.0
80.0
80.0
65.0 65.0 80.0
80.0
65.0 65.0 80.0
80.0
73"
105-1/4"
110"
62"
65.0 65.0
SO.0
80.0
61.6 61.6 80.0
80.0
60.0 60.0 80.0
80.0
l9RODUCT REVISED o!
as complying with the Florida
Building Code o
NOA-No. 17-0918.09 m j
m
Expiration Date 09/22/2020 0 z
B s W 9!f 2Z N d
Miami -Dad J roduct Control 0. + 6
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OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
N M
1= O
z C Z
'XOX, XOX' 0 0
n O M
C7 C) g
U
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BUCK DIMS
G G
w w
x x
w v,
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NOTE: Y � a
GLASS CAPACITIES ON THIS SHEET ARE c �a
E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)•., A 0$���. drawing no.
AND FLORIDA BUILDING COMMISSION '� 9®�'° ��� W10-18
STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 ����®
oi�Bgppp111v7v sheet3,lof 11
DESIGN LOAD CAPACITY -PSF
(XOX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL
GLASS TYPES GLASS TYPES
BUCK DIMS. 'A'&'Ai', 'B' & `BI'
WIDTH HEIGHT EXT.(+} INT.(-)
DESIGN LOAD
(XOX
CAPACITY -PSF
SIZES)
(1/34N)
I (1f3W)
BUCK
DIMS.
STD. MTG. RAIL
H.D. MTG.
RAII.
H.D. MTG. RAIL
GLASS TYPES GLASS TYPES GLASS TYPES
'A'&'A3', 'H'&'Hk' 'B' & 'Bl' 'C' k 'Cl'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
73`
105-1/4"
170^
25"
65.0
65.0
80.0
B0.0
65.0
65.0
65.0 65.0 80.0 80.0 65.0
65.0
65.0 65.0 80.0 60.0 65.0
65.0
73"
105-1/4"
170"
37-3/8'
65.0
65.0
80.0
80.0
65.0
65.0
65.0 65.0 80.0
65.0
65.0 65.0 80.0 I
65.0
73"
105-1/4"
170"
49-5/8"
65.0
65.0
60.0
65.0
- - -
*_6
65.0
- - -
65.073"065080.065.0
105-1/4"62"-
170"
65.0
- - - - 65.0
65.0
l9RODUCT REVISED o!
as complying with the Florida
Building Code o
NOA-No. 17-0918.09 m j
m
Expiration Date 09/22/2020 0 z
B s W 9!f 2Z N d
Miami -Dad J roduct Control 0. + 6
® wtlaj o
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OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
N M
1= O
z C Z
'XOX, XOX' 0 0
n O M
C7 C) g
U
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BUCK DIMS
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w w
x x
w v,
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NOTE: Y � a
GLASS CAPACITIES ON THIS SHEET ARE c �a
E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS)•., A 0$���. drawing no.
AND FLORIDA BUILDING COMMISSION '� 9®�'° ��� W10-18
STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219 ����®
oi�Bgppp111v7v sheet3,lof 11
DESIGN LOAD CAPACITY -PSF
(XOX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL
GLASS TYPES GLASS TYPES
BUCK DIMS. 'A'&'Ai', 'B' & `BI'
WIDTH HEIGHT EXT.(+} INT.(-)
I
V li
(1/3W)
(1/34N)
I (1f3W)
I
I
V li
i1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS ce
PRODUCT REVISED �,��
.075' Interlayer .075" Interlayer as complying with the Florida
Saflex CP With PET Core Saflex CP With PET Core Building Code to
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' NOA-No. 'I7 -O918.09 m 3
OR OR z r /
Expiration Date 09/22/20200 'm
.090" Interlayer .094" Interlo er 8" HEAT STREN'D GLASS Z J
Saflex Cleo, And Color Glass Saflex Clear And Color Glass By
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
OR OR .075" Interlayer Miami- a roduct Control M o O
.090" Interlayer .090" Interlayer Saflex CP With PET Core , w N `° 0 U
SentryGlas SentryGlas By 'Eastman Chemical Co.' > N
OR Kuraray America, Inc.' By 'Kuraray America, Inc.' OR WO H
OR
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
BY
Miami -Dade Product Control
TYPICAL ANCHORS
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FOR SPACING
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TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSI)
INTO 2BY WOOD SUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC, OR BLOCKS
1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
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#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
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WOOD AT HEAD, SILL OR JAMBS SG = 0,55 MIN.
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PRODUCT REVISED
as complying with the Florida
BY Building Code
OOD BUCKS NOA-No. 17-0918.09
Expiration Date 09/22/2020
By
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n 2-3
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NOA-No. 17-0918.09
Expiration Date 09/22/2020
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NOA-No. 17-0918.09
Expiration Date 09/22/2020
/
BY -
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Miami-Dage�hhroduct Control
MIAMI-DADE COUNTY
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M1 CGI -382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC -
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M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80f5 SHORE A
M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - -
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