HomeMy WebLinkAboutAPPROVED HR 120 FL 12734.1 1/29/2021 Florida Building Code Online
FLOPIOA OVARTMENT OF Li iYl ait
ProfessionalBusiness & Regulation
r
BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
bpr
Product Approval` USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
OFFICE OF THE FL# FL12734-R9
SECRETARY
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer CGI Windows and Doors
Address/Phone/Email 10100 NW 25 Street
Miami, FL 33172
(305) 593-6590
Lmiller@pgtindustries.com
Authorized Signature Jens Rosowski
josowski@pgtindustries.com
Technical Representative Lynn Miller, P.E.
Address/Phone/Email 1070 Technology Dr
N Venice, FL 34275
(941)486-0100 Ext21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO - CER
Validated By Miami-Dade BCCO -VAL
Referenced Standard and Year(of Standard) Standard Year
FBC-TAS 201 1994
FBC-TAS 202 1994
FBC-TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/16/2020
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9XI9KQwjvhJi2dAOueoxrLeH4quCh%2fnemgSQ%3d%3d 1/3
1/29/2021 Florida Building Code Online
Date Validated 12/22/2020
Date Pending FBC Approval
Date Approved 01/01/2021
Summary of Products
FL# Model,Number or Name Description
12734.1 Series 120"Sentinel" Horizontal Aluminum, Large Missile Impact Resistant
Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12734 R9 C CAC 20-0610.03 b.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/22/2025
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL12734 R9 II 20-0610.03 b.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12734.2 Series 120"Sentinel" Horizontal Aluminum, Small Missile Impact Resistant
Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12734 R9 C CAC 20-0610.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/13/2024
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL12734 R9 II 20-0610.04.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12734.3 Series 375"Estate" Horizontal Rolling Aluminum, Large Missile Impact Resistant
Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12734 R9 C CAC 20-0610.05 c.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/10/2024
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL12734 R9 II 20-0610.05 c.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12734.4 Series 375"Estate" Horizontal Rolling Aluminum, Small Missile Impact Resistant
Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12734 R9 C CAC 20-0610.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/10/2024
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL12734 R9 II 20-0610.06.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
12734.5 Series 7200"Targa" Horizontal Roller Vinyl, Large Missile Impact Resistant
Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12734 R9 C CAC 20-0610.07.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 02/20/2024
Design Pressure: N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL12734 R9 II 20-0610.07.pdf
(NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER
and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9XI9KQwjvhJi2dAOueoxrLeH4quCh%2fnemgSQ%3d%3d 2/3
1/29/2021 Florida Building Code Online
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
® ci ® eCi
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBeODh9XI9KQwjvhJi2dAOueoxrLeH4quCh%2fnemgSQ%3d%3d 3/3
MIAMI-DARE MIAMI—DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
CGI WINDOWS and DOORS,INC.
3780 W. 104"Street
Hialeah,FL 33018
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 "HR120-Sentinel'Aluminum Horizontal Sliding Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. HR 120LM-NOA Rev A (former W10-18), titled"Series 120
Alum. Horizontal Sliding Window-LM", sheets 1 through 14 of 14, dated 06/03/20, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, 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 and renews NOA No. 17-0918.09 and consists of this page 1 and evidence pages E-1,
E-2,E-3,E-4 and E-5,as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
NOA No.20-0610.03
MIAMI•DADE COUNTY / /
� �� L� ,I,]�� Expiration Date: September 22,2025
�Kaaalwl Approval Date: September 10,2020
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.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
"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 under 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(V 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).
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®
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)
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0610.03
Expiration Date: September 22,2025
Approval Date: September 10,2020
E-1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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", expiring on 07/04/18.
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", expiring on 05/21/16.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 5th 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)
lshaq 1.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0610.03
Expiration Date: September 22,2025
Approval Date: September 10,2020
E-2
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
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. EVIDENCE SUBMITTED UNDER PREVIOUS NOA
A. DRAWINGS
1. 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.
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® 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.
1 s�-7 f . Ll4yn��
lshaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0610.03
Expiration Date: September 22,2025
Approval Date: September 10,2020
E-3
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5t' Edition (2014) and FBC 6t1 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#15-0929.13, expiring on 09/22/20.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. HR 120LM-NOA Rev A (former W10-18), titled "Series 120 Alum. Horizontal
Sliding Window-LM", sheets 1 through 14 of 14, dated 06/03/20, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P. E.
B. TESTS
1. 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
6) Forced Entry Test,per ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all CGI Windows and Doors, Inc.
and PGT Industries, Inc., representative units listed below and tested to qualify Dowsil 791 and
Dowsil 983 silicones, per Proposal#19-1155TP,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No.:
CGI Windows and Doors Inc. test specimens:
FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit 1 in proposal) FTL-20-
2108.2, CGI CA238 Alum. Outswing Casement Window(unit 2 in proposal) FTL-20-2108.3,
CGI SGD560 Aluminum Sliding Glass Door(unit 3 in proposal) FTL-20-2108.4, CGI PW410
Aluminum Fixed Window(unit 4 in proposal) and FTL-20-2108.5, CGI SH360 Aluminum
Single Hung Window (unit 5 in proposal)all dated 08/24/20 and signed and sealed by Idalmis
Ortega, P.E.
PGT Industries,Inc. test specimens:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-
2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3,
PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT
PW7620A Aluminum Fixed Window (unit 10 in proposal) all dated 07/13/20 and signed and
sealed by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 711 Edition
(2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09,-12 and -16.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0610.03
Expiration Date: September 22,2025
Approval Date: September 10,2020
E-4
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. NEW EVIDENCE Continue:
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their"Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23.
3. 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.
4. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Company(MA) for
their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core",
expiring on 12/11/23.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20, prepared, signed
& sealed by Lynn Miller, P. E.
2. Statement from Successor Engineer, adopting another Engineer's work as his own per FLA
51G915.27-001, signed and sealed on 06/03/20 by Anthony Lynn Miller, P.E.
3. Statement of Lab compliance as part of the test report.
G. OTHER
1. This NOA revises and renews NOA No. 17-0918.09 and updates to FBC 2020 (7th Edition)
expiring 09/22/25.
2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E.
1 s�-7 I . L4hhjs
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0610.03
Expiration Date: September 22,2025
Approval Date: September 10,2020
E-5
TYPICAL ELEVATION. 1/3-1 Z3-1 Z3 XOX CONFIGURATION
111" w 110" W
FLANGE WIDTH �W BUCK WIDTH IX
5" MAX. TYP. g o0 5 1/2" MAX. 5" MAX. TYP. N v
HEAD SILL A C � MTG. STILES oW IWI HEAD/SILL Al � �MTG. STILES .-g
8 8
171 1
PRODUCT REVISED
as complying with the Florida
II II (I II Building Code
E F F E7 F F
NOA-No. 20-0610.03
� 10 � 9 I' 9 Expiration Date:09/22/2025
F_
a _ / � // = s = s / By:— I s�=� 1 Lti
a 0 ,� a 't ,� Miami-Dade Product Control
O 04 \ = M Ld O
z u, > ,n o II c) In > Lo o II REVISED FOR 2020 FBC,
g m ADDED ANCHOR TYPE&
•° REFORMATTED-JR-
II (I m II (I ' 5/29/20
B 1 D II = ¢ ZB11 19 II In
`q'
-Will lilt
O Y Q
N ^a21
FALSE MUNTINS FALSE MUNTINS °') O <C
(SURFACE APPLIED) 32 7 8" �VADEDL. ANCHOR READ. 32 7 8 32 7/8" ADDL ANCHOR READ. N O
-11 32 7/8" (SURFACE APPLIED) / " AT CENTER OF ALL PANELS w
D.L. OPG. CENTER OF ALL PANELS -1 rn o O Z
OPTIONAL D.L. OPG. ED OR OPERABLE OPTIONAL D.L. OPG. D.L. OPG. FIXED OR OPERABLE _j rn
36 3 8" ABOVE 30" PANEL WIDTHS
ABOVE 30" PANEL WIDTHS > a) 2
VENT WIDTH AT HEAD/SILL. 36 3/8" AT HEAD/SILL. z � z Te N
VENT WIDTH J > In
0 UMDJQ
FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME a 0 M g _
J J o l_ > ON
CZ _ coD � > 0MQ
110" co
LAMINATED GLASS a ~ W z LL
BUCK WIDTH M z THESE WINDOWS ARE RATED FOR LARGE INSULATING LAM. GLASS a � z O
5 1/2" MAX. 13 5/16" MAX. N & SMALL MISSILE IMPACT. SHUTTERS ARE LARGE MISSILE IMPACT z z
HEAD SILL A2 5" MAX. TYP. NOT REQUIRED.
11 MTG. STILES HEAD SILL L01a SMALL MISSILE IMPACT »r _j - 42,22
aH s
z
a G � Z f— J alDos
SERIES `SENTINEL' 120 ALUMINUM HORIZONTAL ROLLER WINDOW y o ; W z w
II II °C 3 � OW N Z w
E2 F F DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3-6. o o co IX Q z
cn O
11 9 II 9 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR �'=M = w z
kr j, HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS o o LL q
USING MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. LOWER DESIGN z -a� z o
w a W a '/ PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. �+ '> 4 z
Cox f- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH 0 co `= N 0 _
ZIn
j 'n> EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ana •Dsap sauas
m 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED
I� II cn m ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE.
i
a ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S �Y��/l�/
B2 19 II �` INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �` �® ..• j 'ice
11 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4 N F <<�n�
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. _ No.58705 =
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER -_
FALSE MUNTINS DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BUILDING CODE &
(SURFACE APPLIED) 32 7/8" 32 7/8" ADOPTED STANDARDS. ,2 �; ir`
OPTIONAL D.L. OPG. D.L. OPG.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, ® '• ST TE F <C/�
36 3/8" i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING i ' .�<ORIDP.•'' N
AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE
VENT WIDTH FIN FRAME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL.
A./Ll/t�ItV�II��E�R P.E.
P.E.#58705
TYPICAL ELEVATION, 1 A-1/2-1 A XOX CONFIGURATION
111" w 110" W
FLANGE WIDTH �W BUCK WIDTH X
5 1/2" MAX. N U
5" MAX. TYP. z
MO 0
5" MAX. TYP.
HEAD/S MAX.
A C MTG. STILES HEAD SILL Al MTG. STILES M
PRODUCT REVISED
E I' F II I F �I E1 II F II I F (I as complying with the Florida
Building Code
NOA-No. 20-0610.03
9 II 9 9 II 9 (I 9 9 II Expiration Date:09/22/2025
s = N CD W , I) I) II II w N w d 0 II II II (I Miami-Dade Product Control
17 •-2 M N= = M
tD0 00E- Ln-j c�Y OF U)J II II
g �> �� _ �lL 1L m �� ��
0
I� (� II II II II M
81 19 4�
rB
Y Q
N ^aa
FALSE MUNTINS FALSE MUNTINS a' O Q
24 1 2" ADDL ANCHOR REQD. 24 1 2" ADDL. ANCHOR READ. N
(SURFACE APPLIED) 49 5/8" AT CENTER OF ALL PANELS (SURFACE APPLIED) 49 5/8" AT CENTER OF ALL PANELS w co U) O
D.L. OPG. D.L. OPG. J O O Z
OPTIONAL OPTIONAL
D.L. OPG. FIXED OR OPERABLE D.L. OPG. FIXED OR OPERABLE J N
28" 28" ABOVE 30" PANEL WIDTHS 2 j a}°O _j
ABOVE 30" PANEL WIDTHS
J
VENT WIDTH AT HEAD/SILL. VENT WIDTH AT HEAD/SILL z z �e N
?• 0 UMOJa
FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME
mOJ8 t~n °N
a z co0 �j OMO
QW2OD e—
X pf pf LAMINATED GLASS W o W Z o
BUCK WIDTH M Z THESE WINDOWS ARE RATED FOR LARGE INSULATING LAM. GLASS a 0 z
0 & SMALL MISSILE IMPACT. SHUTTERS ARE Z N
5 1/2" MAX. 5" MAX. TYP. 13 15/1s" MAX. NU NOT REQUIRED. LARGE MISSILE IMPACT
HEAD SILL PT
G. STILES HEAD SILL — SMALL MISSILE IMPACT o }aays
co co
C O �j J M z
�C O Z Q
ui z A al°DS
3 0 O W O M W
E2 II F II II F II O o �� Z
11 II 9 9 II Q c 'r �F-M O H
3: 1-J 0� W
H = Z z=M
N= N M� II I)a.
iz QL O J `-
= e w _ o J^ J � N
U
coy O� LOJ 00mxc .N W =
II a!}!1 °sa0 sauas
j L O
00
II II II II x Cn
in
p ttt�
NJ
No. 55705 1
FALSE MUNTINS_/ 24 1 2" L)
(SURFACE APPLIED) 49 5/8" C� STLSEE OF
D.L. OPG.
28" .�
OPTIONAL D.L. OPG. ;o� ° .'40RIGi �\
VENT WIDTH P�� /ONAL
FIN FRAME `'°!}1111 0 1 0
A.LYNN"MILLER,P.E.
P.E.#58705
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES) (XO OR OX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL
FLANGE DIMS. BUCK DIMS. GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DIMS. GLASS TYPES GLASS TYPES GLASS TYPES
'A'&'Ai', '11W111' 'B' & '81' 'A'&'Al', 'B'&'Bi' V & 'Bl' V & T1, PRODUCT REVISED
WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) as complying with the Florida
Building Code
26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 NOA-No. 20-0610.03
37" 26„ 36" 25„ 65.0 65.0 80.0 90.0 78-15/16" 26" 77-15/16" 25" 65.0 65.0 80.0 90.0 65.0 65.0 Expiration Date:09/22/2025
53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 1 83-1/2" 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 By. -7
74" 73" 1 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0
Miami-Dade Product Control
26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 78-15/16" 38-3/8" 77-15/16" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0
37" 38-3/8" 37-3/8"
36" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0
53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0
c
74" 73" 65.0 65.0 80.0 90.0 78-15/16" 50-5/8" 77-15/16" 49-5/8" - - - - 65.0 65.0 2
26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" - - - - 65.0 65.0
37" 50-5/8" 49-5/8"
36" 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0
53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 78-15/16" 63" 77-15/16" 62" - - - - 65.0 65.0
74" 73" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" - - - - 65.0 65.00V Y Q
26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 CN ^a?J
37" 36" 65.0 65.0 80.0 90.0 N 0 Q
53-1/8" fi3" 52-1/8" 62" 65.0 65.0 80.0 90.0 1 3W 2 3W J o 0: z
74" 73" 60.2 60.2 80.0 90.0 ( ! ) ( j� ) Uj N
G z � a}n4
!� z O z 7e CD}Z u� O UMD�p f
QOOM _
'IN
M O o cn
(1/2W) (1/2W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH Uj v o w O �Ma
j j G Q � zv Z
'XO OR OX' R o> :� :-> p
z m
0 }aa4S
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH U
C `o cU -j z
:a ! z
VJ W (n z W atoas
'XO OR OX' z w
c OW O
cc C*J¢" TYP. BUCK DIMS kz" TYP. BUCK DIMS BUCK DIMS o °D U Z
cU)b O U)
����u (n CCO)l)o 2 � Z
E � 3 0o�m D" 9
0 �oLU Q N_
FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME U M= N ow
FLANGE DIMS _I I FLANGE DIMS _I al}l -ssap Isapas
� P
/� Yj;j�-l�l
L
E5 E21 = No. 58705
FLANGE FRAME 6 3
FLANGE ADAPTOR FRAME
0 ST TE OF
NOTE: EQUAL LEG FRAME `'!�`�s; � '`'c�r�.•���?�
E4 E4 GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS) /� l Ii 110\\ `
STD. MTG. RAIL: H.D. MTG. RAIL: AND FLORIDA BUILDING COMMISSION A.LYNN MILLER,P.E.
DECLARATORY STATEMENT DCA05-DEC-219 P.E.#58705
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XOX SIZES) (XOX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL
FLANGE DIMS. BUCK DIMS. GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DIMS. GLASS TYPES GLASS TYPES GLASS TYPES
'A'&'Al', 'B'&'Bl' 'B' & 181' 'A'&'Al', 'B'&'Bl' 'B, & 'BI, TO & 'CI' PRODUCT REVISED
WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) as complying with the Florida
Building Code
74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 NOA-No. 20-0610.03
106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 Expiration Date:09/22/2025
ill" 110" 65.0 65.0 80.0 90.0 ill" 110" 65.0 65.0 80.0 90.0 65.0 65.0 By; I s(-_-7 1 h�
74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 Miami-Dade Product Control
106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0
ill" 110" 65.0 65.0 1 80.0 90.0 ill" 110" 65.0 65.0 80.0 90.0 65.0 65.0
74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0
106-1/4" 50-5/8" 105-1/4" 49-5/8" 65.0 65.0 80.0 90.0 106-1/4" 50-5/8" 105-1/4" 49-5/8" - - - - 65.0 65.0
ill" 110" 65.0 65.0 80.0 90.0 ill" 110" - - - - 65.0 65.0
74" 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0
106-1/4" 63" 105-1/4" 62" 61.6 1 61.6 1 80.0 90.0 106-1/4" 63" 105-1/4" 62" - - - - 65.0 65.0
111" 1 110" 60.0 1 60.0 80.0 90.0 111" 110" 1 65.0 65.0 N Y Q
N '^ab
N 0 O
(1/3W) (1/3W) (1/3W) (1/4W) (1/2W) (1/4W) _j N o Z
�j w
z a}DQ O
`V Vr } Z X8
� to O UMDJQ r'
J � Cq f
Q 0 v ii Z
M
� o N
0 Z (D OMo
U)OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH W = W w O
QWzv
o. l' w .. O
'XOX' 'XOX' o
� .- z .. CD v
Z
Q }aa4s
.. i U) U)
f-
o R z Q CV Z
t/3 �^ Z W a1Das
� � o U W [1 J
Ki" TYP. BUCK DIMS 7¢" TYP. BUCK DIMS BUCK DIMS c c 0 Of co co
M IX O W F
ail dq6- _ ��yL U)U)
2 �. Z
E �S 3 0'4t U_ D_ W
00 U)
_z z
3: o J Q N
FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME g o CD wof
IL 0 U co 2 Q =
FLANGE DIMS _) I FLANGE DIMS _' a1}Il Osap sauas
L
1ESliitliifPt
LYMY
E5 E21 fit(
FLANGE FRAME _ s° !` `°
FLANGE ADAPTOR FRAME 3 2 0
�7AFEOF
NOTE: EQUAL LEG FRAME `' ' ;
E4 E4 GLASS CAPACITIES ON THIS SHEEP ARE ..,. •
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
STD. MTG. RAIL: H. 58705 P.E.#
D. MTG. RAIL: AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 A.LYNN I=A8705,P.E.
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES) (XO OR OX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL
BUCK DIMS. GLASS TYPES GLASS TYPES BUCK DIMS. GLASS TYPES GLASS TYPES GLASS TYPES
'A'&'A1', 'DWIll' 'B' & 'Bl' WWAl', 'B'&'B1' 'B' & '111' 'c' & Ti'
PRODUCT REVISED
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) as complying with the Florida
25-1/2" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 Building Code
36" 65.0 65.0 _ 80.0 80.0 77-15/16" 25" 65.0 65.0 80.0 80.0 65.0 65.0 NOA-No. 20-0610.03
25" - - Expiration Date:09/22/2025
52-1/8" 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0
s�=�
73" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 By:_ I I 'Z/" _)_-_
25-1/2" 65.0 65.0 80.0 80.0 77-15/16" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 Miami-Dade Product Control
36" 37-3/8" 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0
52-1/8" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0
73" 65.0 65.0 80.0 80.0 77-15/16" 49-5/8" - - - - 65.0 65.0 c
0
25-1/2" 65.0 65.0 80.0 80.0 82-1/2" - - - - 65.0 65.0
36" 49-5/8" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0
52-1/8" 65.0 65.0 80.0 80.0 77-15/16" 62" - - - - 65.0 65.0
73" 65.0 65.0 80.0 80.0 82-1/2" - - - - 65.0 65.0 N Y Q
25-1/2" 65.0 _ 65.0 80.0 80.0 N gab
36" 62„ 65.0 65.0 80.0 80.0 N 0 <
52-1/8" 65.0 65.0 80.0 80.0 W rn o O Z
73" 60.2 60.2 80.0 80.0 (1�3W) (2/�W) > N a}gyp
G z Z �8 N
to O UmoJ4
J } F-
CN
< 0 "T _
(1/2W) (1/2W) m O LL o `� -,ON
G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH w = W- w p OMa
� WV � Q
'XO OR OX' LU o z
�r 3: O
(D LO
z
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH }aays
y �
U)
'XO OR OX' a c z ¢ Cl) z
zW alo�,s
a)cc 30 oW O of
o � W00 U z
Q-� � U=moo W z
BUCK DIMS E 3 3 0 o LL m W
a
z� =° -zU'' o
04
O<5 o
ROL- 0Ucoz: N p =
FIN FRAME awl �saa sauas
� fiY` NlV!'1/jf�i
\ OGEN
Y! P
J
No. 5870509T
FIN FRAMELLA
NOTE: 0 S TE OF
E4 E4 GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
STD. MTG. RAIL: H.D. MTG. RAIL:
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 A.LYNN MILLER,P.E.
P.E.#58705
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XOX SIZES) (XOX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL
BUCK DIMS. GLASS TYPES GLASS TYPES BUCK DIMS. GLASS TYPES GLASS TYPES GLASS TYPES
'B'&'Bl' 'B' & 'BI, 'A'&'Al', 'B'&'Bl' 'B' & 'Bl' TO & 'CIO PRODUCT REVISED
as complying with the Florida
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXf.(+) INT.(-) Building Code
73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 NOA-No. 20-0610.03
105-1/4" 25" 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 80.0 65.0 65.0 Expiration Date:09/22/2025
110" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 65.0 65.0 By:_ 1 s(--7 r Z 1,)-
73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 1 65.0 Miami-Dade Product Control
105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0
110" 65.0 65.0 80.0 80.0 110" 1 65.0 65.0 1 80.0 80.0 65.0 65.0
73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0
105-1/4" 49-5/8" 65.0 1 65.0 80.0 1 80.0 105-1/4" 49-5/8" - - - - 65.0 65.0
110" 65.0 65.0 80.0 80.0 110" - - - - 65.0 65.0
73" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0
105-1/4" 62" 61.6 61.6 80.0 80.0 105-1/4" 62" - - - - 65.0 65.0
110" 60.0 60.0 80.0 80.0 110" - - - - 65.0 65.0 N Y Q
N > nay
N O 0
(1/3W) (1/3W) Ld
(1/4W) (1/2W) (1/4W)
U)
r i J CD o rZ
% y N > a;oo 2
z �a
>- o
� � ,n Q uMoJ4 �
¢ 00v 2
J M J
J o N
H .. o
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o z w� DMa
QWZ 00
d• Q� r
'XOX' 'XOX, LLJ 0 > v S 0
a Z 0 (0
_Z
0 aaa4S
y -j U)
rM 0 z Q IT Z
2 M Uj Z W
y0a0 0�
OC 3Zo 0Ow N W
OD
cc .0W -a�o W Z
c= `�` cn=)0 Z
BUCK DIMS S� LL d W
z �a� o
Z5 Q
Q O O �
(.) � p =
FIN FRAME a�;il osap sauaS
v?\\ •V P
E5 E21
No. 58705
FIN FRAME - - JA
� . rNOTE: nr. ''•., �I�ti�r...
E4 E4 GLASS CAPACITIES ON THIS SHEET AREBASE
AND D ON LORIDA T _BUILDING COMMISSION GUSTS) sff� �g�
.LYt� AL
STD. MTG. RAIL: H.D. MTG. RAIL: AN INILLR,P.E.
DECLARATORY STATEMENT DCA05-DEC-219 P.E.#58705
.075" Saflex CP With PET Core .075" Saflex CP With PET Core
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
w 090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glassin
r By Eastman Chemical Co. � .075" Saflex CP With PET Core
By 'Eastman Chemical Co.' yW By 'Eastman Chemical Co.'
X 090" SentryGlas® w 090" SentryGlas® wC .090" SentryGlas®
Z By 'Kuraray America, Inc.' Z By 'Kuraray America, Inc.' Z By 'Kuraray America, Inc.'
.090" Trosifol PVB 1 8" HEAT 1/8" HEAT as complying with the Florida
1 8" ANN. GLASS / .090" Trosifol PVB Building Code
/ By 'Kuraray Ameica, Inc.' STREN'D GLASS By 'Kuraray Ameica, Inc.' STREN'D GLASS NOA-No. 20-0610.03
1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS Expiration Date:09/22/2025
Uj FW— F By: ( LL s
m SILICONES: m SILICONES: m SILICONES: Miami-Dade Product Control
? in GE-1200, DOW 791, ? GE-1200, DOW 791, z .1 GE-1200, DOW 791,
(n 899, 983, OR 995 \ 899, 983, OR 995 \ � 899, 983, OR 995
M1 M1 M1
ADDED BACKBEDDING
TYPES-JR-5/29/20
0
O O O
W ES W E8 W E8
AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES N Y Q
W M7 WIDER THAN 36" W M7 WIDER THAN 36" W M7 WIDER THAN 36" o
GLASS TYPE `A' GLASS TYPE WGLASS TYPE `C' N 00 ^O
5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS w m `�
J N O Z
(L.M.I & S.M.I.) (L.M.I & S.M.I.) (L.M.I & S.M.I.) > N a�oo
z z �e
} O UMOap f
> n1
Qp � _
J M .Ji
} o H UN
mO � o 0
1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS w = W w O 9Ma
1/8" ANN. GLASS 075" Saflex CP With PET Core 075" Saflex CP With PET Core w v W 0
CO
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ¢ z v Z
1/4" AIR SPACE LL
.090" Saflex Clear And Color Glass 1/4" AIR SPACE .090" Saflex Clear And Color Glass 1/4" AIR SPACE w 075" Saflex CP With PET Core j
gBy 'Eastman Chemical Co.' } By 'Eastman Chemical Co.' g By 'Eastman Chemical Co.' 0- z �' O
1/8" ANN. OR o 090" SentryGlasO 1/8" HEAT Q 090" SentryGlas® 1/8" HEAT WE .090" SentryGlas® iaaas
TEMPERED* GLASS ''' STREN'D OR r B 'Kurara America, Inc.' STREN'D OR By 'Kuraray America, Inc.'
►- By Kuraray America, Inc.' Y Y
? TEMPERED* ? TEMPERED* vs (n
.090" Trosifol PVB
.090" Trosifol PVB GLASS GLASS c zM U) Q z
By 'Kuraray Ameica, Inc.' By 'Kuraray Ameica, Inc.' ti 0 z Z 9�U9S
1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 'co oD 0 O _
a w a w o w 3 � �W� O -J W
m SILICONES: m SILICONES: m SILICONES: M a w -a i-b O Z
? N GE-1200, DOW 791, ? in GE-1200, DOW 791, ? N GE-1200, DOW 791, w=M 0 = p Z
899, 983, OR 995 899, 983, OR 995 N 899, 983, OR 995 p LL O W
iv M1 N g M1 N g M1 =M Z -
XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER 00 a o o
ST. STEEL BY 'CARDINAL' A4 ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' U co= I O _
OR OR An i OR 911!1 asap sauas
14 DURASEAL BY QUANEX' a DURASEAL BY 'QUANEX' a DURASEAL BY QUANEX'
0 OR 0 OR 0 OR tt1 f/
W E9 SUPER SPACER BY 'QUANEX' �'+ E9 SUPER SPACER BY 'QUANEX' 9 E9 SUPER SPACER BY 'QUANEX' LYNN
W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES �y��•' �\CENS
GLASS TYPE 'Al' GLASS TYPE 11' GLASS TYPE `C1' No. 58705 '
0.70" OVERALL. INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS -
(L.M.I & S.M.I.) (L.M.I & S.M.I.) (L.M.I & S.M.I.) 6 3 p
0 '. SAT OF ((�
F<ORIDT`.•' N��
///0111111},\`�
* A.LY MILLER,P.E.
FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, OR FOR SAFETY GLAZING APPLICATIONS PER THE FBC, THE OUTBOARD LITE CAP MUST BE TEMPERED.
P.E.#58705
FLANGE & FLANGE ADAPTOR FRAME
TYPICAL ANCHORS Y —
U _
SEE ELEV. METAL m _
STRUCTURE FMIAMI-DADE COUNTY APPROVE[)
1 BY FOR SPACING o
WOOD BUCK EDGE.pIST. TYPICAL ANCHORS p MULLION & MULLION ANCHORS
SEE ELEV. 3 o D � II SEE SEPARATE NOA I (
e G ° FOR SPACING �- o IST. d
a '� m� EDGE DIST. PRODUCT REVISED
a G n' d ° A . a G b ° °. M g N
as complying with the Florida
d N EDGE DIST. it N L Building Code
NOA-No. 20-0610.03
Expiration Date:09/22/2025
By:_ I Sc. I LC,�,.,_)�.
O2 1 O l 1 Miami-Dade Product Control
TYPICAL ANCHORS TYPICAL ANCHORS
1 SEE ELEV. SEE ELEV. ADDED ANCHOR TYPE&
FOR SPACING FOR SPACING
REFORMATTED-JR-
N 5/29/20
--------- 1 ------------ cr
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
2 3/8" MIN. I I AND TRANSFER THEM TO THE BUILDING STRUCTURE. N Y Q
N ^a2!
TYPICAL ANCHORS: SEE ELEV. FOR SPACING N 0 q
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) _ w N o C Z
s 75 �
d � >
M 2-3/8" MIN. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z o z rg oN
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) } LO o UMDJQ -
TYP. EDGE DISTANCE INTO WOOD STRUCTURE = 1" MIN. ¢ o v _
M
i—
_ a = THRU 1 BY BUCKS INTO CONC. OR CMU OR o z u �Ma
Y DIRECTLY INTO CONC. OR CMU w = W `- w O
$ 0 0 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ¢ w z v z t
a IN I) m II II 0° 1-1/4" MIN. EMBED INTO CMU (JAMBS) w C) u' LL
z
ci WHEN USED THE MIN. WOOD BUCK TYP. EDGE DISTANCE INTO CONCRETE AND CMU = 2-1/2" MIN. � 0 O
/ a z C9 cn
DEPTH SHALL BE 2%". THE USE OF z � �
PERMITTED.
BEVELED WOODBUCKS IS _ _ 4" DIA. ULTRACON+ BY 'DEWALT'(Fu=164 KSI, Fy=148 KSI) } .
J W
N 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 1-
X 1 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o z z0 z
1" MIN. EDGE DISTANCE y z I-
M9
O THRU 1 BY BUCKS INTO CONC. OR DIRECTLY INTO CONC. 3 C °o w w
1 19 1" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0O CO < z
W 1-3/4 MIN. EDGE DISTANCE Ua~
E�_ `� 3: c-:' = z z
2 18 g THRU 1 BY BUCKS INTO HOLLOW CMU OR DIRECTLY INTO HOLLOW CMU 3 0S
= W = 1-1/4- MIN. EMBED INTO CMU (JAMBS) w Q z N
" "' `" 1-1/2" MIN. EDGE DISTANCE ¢o 0
U M 2 _
BO11M O14 SMS OR SELF DRILLING SCREWS. (GRADE 2 CRS) a�}l asap saua5
INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8")
Q I ?rr
° d° °' e OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) �,0' s :
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ,4...... r �,
.a q ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.)
• EDGE Rr d ° ° ` a \ a ' A. STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
° j $ TYPICAL ANCHORS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,. No. 53705
° 1 BY TYPICAL ANCHORS s a SEE ELEV. ;
WOOD BUCK SEE ELEV. FOR SPACING TYPICAL EDGE DISTANCE
FOR SPACING EDGE DIST• INTO WOOD STRUCTURE = 1" MIN. 0
1 1,INTO METAL STRUCTURE = 3/4 MIN. G STATE OF
PEEPHOLES:
INTALLATION DETAILS SHOWN ON PAGES
8 & 9 APPLY TO BOTH FLANGE FRAME W1 = 1/4' X 1-1/2" WEEP SLOT AT 4-1/8 FROM EACH END WITH PLASTIC COVER. �f
W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. '�e � AL
AND FLANGE ADAPTOR FRAMES. 1111
W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. A.LYNN MILLER,P.E.
P.E.#58705
FLANGE & FLANGE ADAPTOR FRAME
1 4" MAX.
SHIMS
1/4" MAX. BUCK WIDTH
SHIMS INTALLATION DETAILS SHOWN ON PAGES 8
VENT WIDTH VENT WIDTH AND 9 APPLY TO BOTH FLANGE FRAME AND
TYPICAL ANCHORS FLANGE ADAPTOR FRAMES.
SEE ELEV. O O O
FOR SPACING
PRODUCT REVISED
c.a 1 1/2" as complying with the Florida
Building Code
0 NOA-No. 20-0610.03
a o Expiration Date:09/22/2025
nU
wo
By.
1 V4" FLANGE ADAPTOR FRAME Miami-Dade Product Control
o. 2BY WOOD
cn SCREENS OPTIONAL BUCK OR 1/2" TYP.
w WOOD STRUCTURE o
w WOOD BUCKS EXTERIOR TYPICAL ANCHORS
D.L. OPG. SEE ELEV.
XOX LAYOUT FOR SPACING
A O N Y Q
o (A
MIAMI-DADE COUNTY APPROVED MULLION N naa
& MULLION ANCHORS SEE SEPARATE NOA N O Q
BUCK WIDTH O ALTERNATE W o 0 z
BUCK WIDTH > N a}op
SWEEP LOCK z z o
1 OPTIONAL TO
E21 SPRING LOCK O � } ^ O uMojQ of
¢ 0M 2
_ S6 } 0 � o � ON
Eat$L'A �N w
W 00 0
w �> � O
ao2 o �, J M
J _ . . _ . . Z
O E � }aa4S
h
J W �
TYPICAL ANCHORS EXTERIOR E3 R p Z Q z Z
SEE ELEV. FOR SPACING E4 y CO2 *aUj Z 0 alDoS
Q
� O W J J
1 4" MAX. 1 4" MAX. ,r 3
/ BUCK WIDTH / o o Of CO � Q Z
SHIM SHIMS M, 0 u~i Cl)
O 1=
1 VENT WIDTH ?� o LL� Z W
O 1 O O Do M W fn
z_ Q,
O TYPICAL TYPICAL ANCHORS a J Z �
ANCHORS 1 o J ui Q Z
SEE ELEV. SEE ELEV. 3 o Q o 0
FOR PACING 1 FOR SPACING (0 v M=V 2
' �'.o aj}!1 �saQ sauaS
a1' /4„ 0�,, I� litttrr
METALy�*=.°
STRUCTURE
w
L75F
o 25 v a° No. 58705
4' SCREENS OPTIONALFi A
947 /i T.2
%+
i9L -f '-�-P % 6
E6 E5 WOOD BUCKS d:e"E{�F
EXTERIOR •'
S'
1 ' a
XO LAYOUT D.L. OPG. a v' f///' /ONAt
• \ !!ltlt`st1
A.LYNN MILLER,P.E.
P.E.#58705
EQUAL LEG FRAME
METAL TYPICAL ANCHORS o
STRUCTURE SEE ELEV. o �MIAMI-DADE COUNTY APPROVED
TYPICAL ANCHORS FOR SPACING 3 MULLION & MULLION ANCHORS
SEE ELEV. ry� DGE _ = II SEE SEPARATE NOA II
1 BY WOOD BUCK FOR SPACING EDGE DIST. o� T. \ (n EDGE
DIST.
° Q " j
d 'd a V e• b°� �• .a a v EDGE DIST." ¢ � � PRODUCT REVISED
°• M3 a d'' d' ° ° a Q °` C g
_ as comp I md with the Florida
LF\ N Buildinoe
NOA-No. 20-0610.03
a V) Expiration Date:09/22/2025
TYPICAL ANCHORS By:
1 TYPICAL ANCHORS SEE ELEV. Miami-Dade Product Control
A 1 2 SEE ELEV.
FOR SPACING FOR SPACING
E3
E7 0
2
.j
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
.I .I 1/4" MAX. BUCK WIDTH 2 3/8" MIN. o
SHIMS 1 0 nab
O 6' 0
N
a w m o 0 Z
N
2-3/8" MIN. CD a}Dp
H 1 1/ "D z o Z �H N
W � dq"
_ } to 0 UMDjQ
U' \ Q J M c =
J O C N
U � Z �-
coo DMO
° w = WT (19 w 0
00
o II �I m ° WHEN USED THE MIN. WOOD BUCK a � w Z_ LL
o DEPTH SHALL BE 2% THE USE OF w o > O
o w 1 DEEPER OR BEVELED WOODBUCKS IS
o PERMITTED. Z
3 E6 EXTERIOR p 0 }aayg
------ a y _j Z (A
1 E7 U z
MIAMI-DADE COUNTY 'y „� n Z J
M9 APPROVED MULLION
& MULLION ANCHORS c o w vi Z
1 SEE SEPARATE NOA cca c = 06 b 0 Z
�' C U2C0 = U z
M3 1 BUCK WIDTH BUCK WIDTH o o L J w
2 E2 z �W� Q o
� oJ,n Q a w
Qo o C� w
U C)2 � w =
B 1 g _� al}il DsaQ sagas
e =Ell
_
} F.
' d
EDGE DIST. a ° ° \ ° de ° d
v. TYPICAL A�JCHORS o i
a t�lct. t'` t?
SI
1BY SEE ELEV. ,d`' . : ° ,.9 e J
WOOD BUCK FOR SPACING
a a 4 z• ° TYPICAL ANCHORS
SEE ELEV. t3 o�
a a I '. Slr T ,OF �(�
FOR SPACING
TYPICAL ANCHORS � �, •' �Cl.,
EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY A SEE ELEV. FOR SPACING ''•. `°G"",Or,
INTO WOOD, CONCRETE OR METAL STRUCTURES
WITHOUT THE NEED OF A WOOD BUCK. ° /j 1"llill0 o
A.LYNN MILLER,P.E.
P.E.#58705
FIN FRAME
ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS
SPACING
EXT. OR INT. FINISHES SEE
NOT BY CGI FOR SPACING
z
PRODUCT REVISED
E11 1 1/2" iv a as complying with the Florida
Building Code
NOA-No. 20-0610.03
HOUSE WRAP Expiration Date:09/22/2025
NOT BY CGI
By.
A2 2 1
Miami-Dade Product Control
BACKBED
E3 CAULKING 1/4" MAX. BUCK WIDTH 1/4" MAX.
E7 GAP GAP
0
1/2" MIN. 1/2" MIN.
--------- 1 Cr
WOOD STRUCTU E2 N Y Q
NOT BY CGI O 1
N 'Aab
01).I 2 N
O Q
1
W rn LO
o 0 Z
a) r
> N a}DQ
� J
Z 0Y B 0
_ > LO 9UMDJQ
Q� cc of
W Q O M LL J
Y mZu- c�o �j OMa
04
= W
c� m � W C) O
0 SCREENS OPT. 9 Iz CC) z
II II W 0 O
cn
LL
-' a' 11 1 BACKBED X o � rn
n. .-
0 CAULKING Z
HOUSE WRAP Es EXTERIOR o o }aays
W NOT BY CGI y Cn Z co
1 E7 i 0
E-{ c 0 (j J Z
�t 1 _R O Z Q F-
W II , co ca N � � U Z � e1DaS
I M9 Sao Of
Q J
0W H W
v o OO� CO U) Z
1 Qc � -6ul-) o O Z
E11 18 3 O v L W
0 Q 9)
2 E2
TYPICAL ANCHORS: SEE ELEV. FOR SPACING ; w Q � N
BACKBED 3 ¢o o Z
O CAULKING 8 S S (Fu = 74 KSI MIN.)
Uc�S� �c1q _
B2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES al}ll asap sauas
1-1/2" MIN. PENETRATION INTO WOOD
HOUSE WRAP
NOT BY CGI ff e--• r
r
NO. f58 05 Y
r
TYPICAL ANCHORS
SEE ELEV. - a2, �.
FOR SPACING
STATE. OF
A.LYNN MILLER,P.E.
P.E.#58705
MATERIAL PROPERTIES: _
ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RITMARx� Material Min. Fy Min. F.
E1 CGI-100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER #14 Steel Screw 92 ksi 120 ksi
E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER 1/4"Elco UltraCon 155 ksi 177 ksi
E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER 1/4"DeWalt UltraCon+ 148 ksi 164 ksi
E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER 6063-T5 Aluminum 16 ksi 22 ksi
E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER A36 Steel 36 ksi 58 ksi
E6 CGI-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER PRODUCT REVISED
as complying with the Florida
E7 CGI-106 — SASH RAIL 6063—T6 CGI EXTRUDER Building Code
E8 CGI-107 — 5/16" GLAZING BEAD 6063—T5 CGI EXTRUDER NOA-No. 20-0610.03
E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER Expiration Date:09/22/2025
E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER By:_ {5-c--2 1. l/),.
E11 CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER Miami-Dade Product Control
E12 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER
E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER ADDED BACKBEDDING
E14 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER TYPES-JR- 5/29/20
E15 CGI-140 - 1 MUNTIN 6063-T5 CGI EXTRUDER
E16 CGI-141 - 2.5" MULLION 6063-T6 CGI EXTRUDER
E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER
E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER
E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER
E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER N a
E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER N O0 <C
E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER uj CD LO
o O z
E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER > a> a}op
z xe 04
� o
M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - J >- n 0 umala
M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - -j ON
M3 CGI-112 3" O ANCHORS EQUAL LEG COVER/SHIM PVC - C0 z u- ' L C a
M4 - 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE W U W o Uj 0
M5 - 0.700" X 0.040" BEAD DOW 791 OR 899 SILICONE DOW a H Z v Z U-
M6 - 0.700" X 0.040" BEAD DOW 983 OR 995 SILICONE DOW � o > `- O
CL 2i ai
M7 - 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A z
M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV.
J
M9 684 - ROLLER TRACK PVC - ti to
M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON - ,a 0 1 z Q Z
Mil W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. v n U) Z U) aloaS
M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN Cr. 29
ti o O w Q W
M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M � cc CO Z
M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M U) =co rn Q Z
M15 - OPTIONAL RETICULATED FOAM 30 PPI - - �' 3 0 'It =M j U
LL
M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. z �: u M J O o
M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. OD a o o
M18 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE
Uc+>2� 04 m =
M19 CGI-111 O FR. HEAD SCREW COVER PVC PROTOTYPE al}l asap sauag
M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M
M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV `� � l.YN/V
y�GENS
S2 - 2 OR 3 PER CORNER # 10 X 1 1/4- LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - -
S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL. PH. SMS. FIN ANCHOR SCREW - No. 58705 r
S4 - 4 PER WD. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - -
S5 2 PER WD. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - _
S6 - - # 6 X 1/2" LG. FH. SMS. O CGI-133 & CAM LOCK - -S8 - 4 OM. RAIL # 10 X 4" LG. PHL S1AYR. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - od '• F 1"
S9 - 2 PER ANTILIFT # 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTILIFT SCREW - - if �` ......
® JAL
A.LYNN MILLER,P.E.
P.E.#58705
2.440 2.440 2 113
.065 .120-�•I
__T1.015 �-
.70�s 050 TYP.
2.101 1.301 1.301 1.550 1.680
2.846 Typ_ 1.601 .065 -�I .864
LA U. F1 I
lYP• 2.346 TYP. 1.220 1.007
.050 E9 .700" GLAZING BEAD PRODUCT REVISED
.065 L:1.395-7as complying with the Florida
1.155 1.155 'TYP. Building Code
I 1.449 NOA-No. 20-0610.03
1.015 4� 1.015 M- 1.368 .745 E11 NAIL FIN ADAPTER Expiration Date:09/22/2025
E13 FLANGE FRAME HEAD E3 FLUSH FRAME HEAD E4 MEETING RAIL 293 By, i, r. duc. _
1.496 .060 L-1.413-d
Miami-Dade Product Control
1.015 f 1.015 1.788 � �
1.140 .065
j F .2
1.140 TYP. c
2.264 1255 SCREW COVER
1.015 1.220
.080
.065 TYP'
4.430 TYP. 3.930 065
2.885 3.185 TYP. 1.043 0
3.685 2.885 rn Q
75a
E5 LOCK RAIL E19 SILL FILLER N O
o O z
1.788 N 7}°0
1.450 z p Z �e N
180 } LO O uM°.J0
Q J(� ON
_
I�--2.440 2.440 .559 0 .050 >M Z LL cn 0M0
2.310 W UJ W O d
E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.01' S 065 Q L z � z
TYP. 1.22o W o > o
2.737 2.737 E23 nM Z °'
FLANGE ADAPTOR z ce)
r
1.043 0 #aa4S
490-
.065 .065 . {�-� ti _ U)
TYP. I F cz! TYP. E21 ALT. LOCK RAIL I R o Z Q z
2.613 2.613 .705 050 TYP. CoU F O
2.505 2.505 1 892 �_ y °b � Z -
CCLI NJ p O W N W
-�I .864 tom- o o � co of Z
.065 c. � cn=moo O= Z z
1.000 .991 .500 .991 TYP. 2.195 E8 5�16" GLAZING BEAD E � 30 p o Q. U5 o
3.237 2.737 1.015 C7 � w X
� cQo o H
1.395 m = T W =
E14 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) I� 180 a�}1 asa0 sauas
811 811 1.043 .050 - T=K
P f/
O .065 ` l ,r $°Y f V dos
E6 HANDLE RAIL X � „ `�✓f{
M3 FLUSH FRAME COVERU F
°•' f
1.025 _" Not 5 705
2.505 .065 TYP. 2.505 .065 TYP.
T
1.015 1.015 1.395 ?AOF
065 .745 C?aIC)1 .• ,
�~
1.000 .500 I / f(?t AL i ti
Ilo- I11110\
1.745 1.245 1.015 A.LYNN MILLER,P.E.
E12 FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL P.E.#58705
S2 }�
PRODUCT REVISED
as complying with the Florida
Building Code
s2 NOA-No. 20-0610.03
Expiration Date:09/22/2025
By:_ I s1=-7 1 )-
Miami-Dade Product Control
c
0
m
a
oC14 Y Q
N ^all
04 0 Q
N O
FRAME TOP CORNER W N o O zz
W N a}DQ G
>
Z Z 78 CD
N
VENT TOP/BOTTOM CORNERS S2 . o v � UMDJQ
W
r J M J o F- ON
p Z W W ?j HMO
� UCWjo 0
Q W Z v T
I- LLJ U_
Z
W > O
of
;
Z
p }aays
y U) U)
l9 O Z Q Z
W CM f— ,}DOS
.vs Z
� O H W IV J
/ ca -a��y �Cr OC)o 0 Z
/ CL OC = M CZ) O W Z
p v u n W
0 � � =M D W
z � Q) z
o 5 o
5 � Q
U C)2: N O W'
2
a1}11 •Dsa4 sauas
�1pitI I 1 I Itf!
""• t.1Gl��j;��rw• ,. t� i
TRIO. 58705
% STATE Or
FRAME BOTTOM CORNER
FIXED MTG. RAIL CORNER
A.LYNN MILLER,P.E.
P.E.#58705