HomeMy WebLinkAboutAPPROVED SH 110 FL 9064.1 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
�fl -lamProduct Approval` USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
OFFICE OF THE FL# FL9064-R10
SFCRETARY
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 Single Hung
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 10/15/2020
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu2%2bUbuy%2fjendP%2bkc6gPSMnFD65VdUtKQ%2bwg2UEYR8gjQ%3d... 1/3
1/29/2021 Florida Building Code Online
Date Validated 12/03/2020
Date Pending FBC Approval
Date Approved 12/12/2020
Summary of Products
FL# Model,Number or Name Description
9064.1 Series 110 Aluminum Single Hung Large Missile Impact
Window, "Sentinel"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL9064 R10 C CAC 20-0722.09.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 the enclosed documents for product FL9064 R10 II 20-0722.09.pdf
performance information,anchorage details,and anchor type, Verified By: Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
9064.2 Series 110 Aluminum Single Hung Small Missile Impact
Window, "Sentinel"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL9064 R10 C CAC 20-0722.10.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 the enclosed documents for product FL9064 R10 II 20-0722.10.pdf
performance information,anchorage details,and anchor type, Verified By: Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
9064.3 Series 360 Aluminum Single Hung Large Missile Impact
Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL9064 R10 C CAC 20-0722.13.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/05/2025
Design Pressure: N/A Installation Instructions
Other: Please see the enclosed documents for product FL9064 R10 II 20-0722.13.pdf
performance information,anchorage details,and anchor type, Verified By: Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
9064.4 Series 360 Aluminum Single Hung Small Missile Impact
Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL9064 R10 C CAC 20-0722.12.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/05/2025
Design Pressure: N/A Installation Instructions
Other: Please see the enclosed documents for product FL9064 R10 II 20-0722.12.pdf
performance information,anchorage details,and anchor type, Verified By: Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
9064.5 Series 7100 PVC Single Hung Large Missile Impact
Window, "Targa"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL9064 R10 C CAC 20-0722.11.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 the enclosed documents for product FL9064 R10 II 20-0722.11.pdf
performance information,anchorage details,and anchor type, Verified By: Miami-Dade BCCO-CER
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=wGEVXQwtDqu2%2bUbuy%2fjendP%2bkc6gPSMnFD65VdUtKQ%2bwg2UEYR8gjQ%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=wGEVXQwtDqu2%2bUbuy%2fjendP%2bkc6gPSMnFD65VdUtKQ%2bwg2UEYR8gjQ%3d... 3/3
MIAMI•DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building
CGI Windows and Doors,Inc.
3780 W 104t'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 "Sentinel 110" Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT:Drawing No. SH110-LM-NOA,titled"Series 110 Alum. Single Hung Window
(LM)", sheets 1 through 9 of 9, dated 07/02/20, with revision A dated 07/07/20, 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,
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 and renews NOA# 17-1018.08 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 Manuel Perez,P.E.
NOA No.20-0722.09
MIAMI•DADE COUNTY Expiration Date: September 22,2025
• ' Approval Date: September 10,2020
9/1/20 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.10-0510.11)
2. Drawing No W10-03, titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)",
sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under NOA No.17-1018.08)
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer(&
insulating glass spacer,prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under NOA No.15-0512.09)
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(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 NOA No.15-0512.09)
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 238 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 NOA No.15-0512.09)
(N�
Manuel Perez,P.E.
Product Control EE07722.09
r
NOA No.20
Expiration Date: September
Approval Date: September 10,2020
E-l
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
B. TESTS (CONTINUED)
4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of a series "Sentinel"
aluminum single hung window,prepared by Hurricane Test Laboratory, LLC, Test
Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No. 10-0510.11)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), dated 09/29/17,prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
(Submitted under NOA No.17-1018.08)
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. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
2. 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.
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.
"*_7"W&0A0
Manuel Perez,P.E.
Product Control EC722�.O�)
.
NOA No.20Expiration Date: September
Approval Date: September 10,2020
E-2
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED)
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5t'Edition (2014), and of no
financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
(Submitted under NOA No.17-1018.08)
2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by
Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu
J. Abraham, P.E.
(Submitted under NOA No.10-0510.11)
3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont 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, Supervisor.
(Submitted under NOA No.15-0512.10)
G. OTHERS
1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows&Doors for their Series
"Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and
expiring on 09/22/20.
Manuel TPerez,P.E.
Product Control Ex . r
NO No.2 0722.09
Expiration Date: September ,2
Approval Date: September 1 ,2020
E-3
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No SH110-LM-NOA, titled"Series 110 Alum Single Hung Window(LM)",
sheets I through 9 of 9, dated 07/02/20, with revision A dated 07/07/20,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 PGT Industries, Inc.
CGI Windows and Doors, Inc., representative units listed below and tested to qualify
Dowsi1791 and Dowsi1983 silicones,per Proposal#19-1155TP,prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
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.
CGI Windows and Doors Inc. test specimens:
FTL-20-2108.1, CGI SH360 Aluminum Single Hung Window (unit I 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, RE
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 711
Edition (2020), dated 07/11/20,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
"_7f WWOOAU
Manuel erez,P.E.
Product Control Ex ' er
NOA No.2 0722.09
Expiration Date: September 2,2
Approval Date: September 10,2020
E-4
CGI Windows and Doors,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED (CONTINUED)
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas®XtraTM(SGXTM) Clear Glass Interlayer" dated 05/23/19,
expiring on 05/23/24.
2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
3. 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" dated 05/17/18, expiring on 12/11/23.
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, complying with FBC 6t1 Edition (2017) and the
FBC 7tn Edition (2020), dated July 16, 2020, issued by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated July 16, 2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
4. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to this NOA, dated July 16, 2020, signed and sealed
by Anthony Lynn Miller, P.E.
5. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 17-1018.08, issued to CGI Windows &Doors for their
Series "Sentinel 110"Aluminum Single Hung Window- L.M.I., approved on
12/21/17 and expiring on 09/22/20.
Manuel erez,P.E.
Product Control Ex r
NO, No.20 0722.09
Expiration Date: September ,2
Approval Date: September 10,2020
E-5
53 1 8" 52 1 8" 52 1 8"
FLANGE WIDTH BUCK WIDTH BUCK WIDTH
47 7/16" 47 7/16" 47 7/16"
D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE)
20 9/16" ** O(SURFACE
APPLIED) " 20 9/16" ** (SURFACE APPLIED) 20 9/16"
5 1/2 MAX **
6" MAX. MAX, MAX OPTIONAL 5 1/2" MAX. MAX
HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL
CORNERS A CORNERS Al CORNERS A2
PRODUCT REVISED
w II II w II II WII 11 as complying with the Florida
t- II II L= II II r II II Building Code
--- � to D2 �IIIIII � �iIIiII � Nc�
NOA-No. 2�0-0722.09w 1 w
n v J Expiration�09/22/2025
� =o By:o o
J
o II II p II II p II II Miami,Dade Product Control
� B II II = B 11 II = B II II
W 0
_ _ = REVISED FOR 2020 FBC,
Lo
0 Y ADDED ANCHOR TYPE,
g u u m II u m u u ° BACKBEDDING &
.. II /. II ..
n % n i rr
REFORMATTED-JR-
m W 11 // II ro C W E2 11 // II 07/07/20
� ---- -- W -- -- ----- W
ri = I _ > -----1II
----- -- -- --- -----
------
M z M J I I I I N (n M z M J E 1 I I I I N to M z r7 11 11 N W
> o II 11 > o II II �Q > a II M NY ¢
q II 11 q II II q
C1 n L911
11 u N
II II II 11 II It o naa
W rn o O
g LU> a) a}op 0 ¢
N O
En m W W FALSE MUNTINS g m x z p z Z
47 7/16" a 47 7/16" _ z (SURFACE APPLIED)J47 7/16" _ M z O � -,
D.L.O. (VENT) t° D.L.O. (VENT) p OPTIONAL D.L.O. (VENT) o ¢ 0o M o
LO U to M O LL $ c~n O uAlwo =
50 1/4" 50 1/4" 50 1/4" p = w 0
VENT WIDTH VENT WIDTH VENT WIDTH W v LLJ v o W z
FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME W 0 W � Z 0Ma
CL 2 ° rn
= IL
w U p
J
C O Z U
.�. c z
SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW y 0 cn ;aays
�++ p
LARGE & SMALL MISSILE (LM & SM) c co
o o W z
R = Q u o ¢ U) 1=
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. Q- c c_ c o o z Iz
rn O
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WINDOW WITH OTHER E 00_T U) Q o
MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN �c* CENTER ANCHOR REQUIRED WHEN z_ix
- w >
PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SPACING EXCEEDS 20 9/16" � o _j ,f, R J =
� COQa w W fA
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) AND 2020 (7TH v"_ ` aNl asap sauaS
EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LAMINATED GLASS _
GLASS
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED INSULATING LAM. �.�
PRODUCT LOADS TO THE BUILDING STRUCTURE. SMALL MISSILE IMPACT
LARGE MISSILE IMPACT ryxf��}�`r
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED r S"
EMBEDMENT TO BASED MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. R
No. 58705 -'
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 aTl
MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. s } .' .C=` �CN>`
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS /g Ay
PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE, ETC. t t� ' � i I l
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. A.LY MILLER,P.E.
P.E.#58705
EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS WIDTH
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
FLANGE DDIS. BUCK DIMS. GLASS TYPES 'AWA1' GLASS TYPES 'B'&'Bl' FLANGE DDAS. BUCK DIMS. NA&TOP IdTE GLASS TYPES 'A!&,Al' GLASS TYPES 'B'&*Bl'
WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) EXT.(+) INT.(-)
19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 53-1/8" 76" 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0
26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 49" 79 48" 78" 39-1/4" 75.0 75.0 80.0 85.0
37" 26" 36" 25" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 70-5/8" 75.0 75.0 80.0 85.0 F
49" 48' 75.0 75.0 80.0 85.0 31" 30" 63-5/8" 75.0 75.0 80.0 85.0 _� PRODUCT REVISED
W \z ~z as complying with the Florida
53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 33" 85" 32" 84" 60" 75.0 75.0 80.0 85.0 = 5 o Building Code
19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 37" 36" 53-1/2" 75.0 75.0 80.0 85.0 � NOA-No. 20-0722.09
26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 43" 42" 45-1/4" 75.0 75.0 80.0 85.0 Expiration Date: 9/22/2025
37" 38-3/8" 36" 37-3/8- 75.0 75.0 80.0 85.0
49" W. 75.0 75.0 80.0 85.0 Bv:
53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) Miam 4ade Product C trol
19-1/8" 18-1/8" 75.0 _75.0 80.0 85.0
26-1/2" 25-1/2" 75.0 75.0 80.0 85.0
37" 50-5/8" 36" 49-5/8" 75.0 75.0 80.0 85.0
49" 48" 75.0 75.0 80.0 85.0 m
53-1/8" 52-1/8" 75.0 75.0 80.0 85.0
19-1/8" 18-1/8" 75.0 75.0 80.0 85.0
26-1/2" 25-1/2" 75.0 75.0 80.0 85.0
37" 63" 36" 62" 75.0 75.0 80.0 85.0
49" 48" 75.0 75.0 80.0 85.0 N Y Q
CN
53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 CD naa
19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 w p O
26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 W rn a}op O ¢O
37" 76" 36" 75" 75.0 75.0 80.0 85.0 > Z
49" 48" 75.0 75.0 80.0 85.0 X" TYP. XL" TYP. .Q Z p ZO Z 5
53-1/8" 52-1/B" 75.0 75.0 80.0 85.0 BUCK DIMS o N Q o
19-1/8" 18-1/8" 75.0 75.0 80.0 85.0 } `�o
26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 COZ LL m 0 IMOJQ
37" 85" 36" 84" 75.0 75.0 80.0 85.0 W = W r W Z_
46-1/2" 45-1/2" 75.0 75.0 80.0 85.07 Q H Z v
FLANGE FRAME �N
Woj Z 9MO
_ FLANGE DIMS a. z °'
WIDTH '� = LL
BUCK DIMS o o c CODUZ ON
v c Z
Z > Z t'/f oC U5 }aa4S
M W ca
°+ 0
� a 0 W W
3 o Z
EQUAL LEG FRAME M -tea a� G Q Q F
c� a c W
= E 3: 3:u--j-" o -j W
:If U)
W o
BUCK DIMS 0 W
W
Ln W
U M 2 M U) OI U)
aI}tl 'DSaQ Sa1Jas
EQUAL LITES
FIN FRAME ' I` I l °°J//,
to 1' LY/V/V /'��
BUCK DIMS ism �fJ
No
. 58705
FLANGE ADAPTOR FRAME' TE OF �✓��
NOTE: I_ FLANGE DIMS _I �s '•SAS
GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM P UNEQUAL LITES (ORIEL TYPE ���J�ONAL
E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION \ ) A.}L1�NII�II�IILLER,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.'
tn
of .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass
r By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'
w 090" SentryGlas® X 090" SentryGlasC� PRODUCT REVISED
LLJBy 'Kuraray America, Inc.' By 'Kuraray America, Inc.'
z_ z_ as complyingwith the Florida
.090" Trosifol PVB .090" Trosifol PVB Building Code
1/8" ANNEALED GLASS By 'Kuraray Ameica, Inc.' 1/8" HEAT STREN'D GLASS By 'Kuraray Ameica, Inc.' NOA-No. 20-0722.09
Expiration Date: 9/2Q 2/202rj
1/8" ANNEALED GLASS 1/8" HEAT STREN'D GLASS gy ?�(yu j
Uj � � SILICONE: Miam]-Dade Product'Control
� SILICONE:
z m GE 1200 z m GE 1200
U) DOW CORNING 791, N DOW CORNING 791,
ADDED BACKBEDDING
g M1 899, 983 & 995 g M1 899, 983 & 995
\ \ o TYPES-JR- 07/07/20
O O
W E8 W E8 No Y Q
0 na
w GLASS TYPE 'A' N GLASS TYPE 'B' CD
w o O
5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS w rn a}op O Q
(L.M.I & S.M.I.) (L.M.I & S.M.I.) z z
C7 N Lo O W o
> 0 zr
QZ L-(o Q UMDO Cn
.075" Saflex CP With PET Core .075" Saflex CP With PET Core Q w U � 'ON
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' w o > O 9M0
1/8" ANNEALED GLASS .090" Saflex Clear And Color Glass 1/8" HEAT STREN'D GLASS w .090" Saflex Clear And Color Glass a � z rn
r By 'Eastman Chemical Co.' r By 'Eastman Chemical Co.' _ LLL
1/4" AIR SPACE 090" SentryGlas® 1/4" AIR SPACE W 090" SentryGlas® ti 0 LU O
W
By 'Kuraray America, Inc.' z By 'Kuraray America, Inc.' c z O M
ev o p Z
1/8" ANNEALED .090" Trosifol PVB 1/8" HEAT STREN'D .090" Trosifol PVB y G a U) }aaLIS
OR TEMPERED* GLASS By 'Kuraray Ameica, Inc.' OR TEMPERED* GLASS By 'Kuraray Ameica, Inc.' y Ga co O
o�C 3I oW 3 Z Z
1/8" ANNEALED GLASS 1/8" HEAT STREN'D GLASS "=v Q U)o Q O 1-
Q-C cn z: C.) 0- W
D D E ?� �1- -j c- O (n
L SILICONE: SILICONE: p o LL f° CA U
z 00 GE 1200 z m GE 1200 z�Q W o
'g (n DOW CORNING 791, g DOW CORNING 791, o W `-
M1 899, 983 & 995 g M1 899, 983 & 995 0c7 00 g M U O U)
U c)2
XL EDGE SPACER XL EDGE SPACER
ST. STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' ``tti� tltt�ttJ�/
P; OR a OR �° �`( LYN/v
O DURASEAL BY 'QUANEX' O DURASEAL BY 'QUANEX' 1` ... ..• /jij/ ���
,..
E9 OR Q+ E9 OR ti CNs�
N 1 SUPER SPACER BY 'QUANEX' W 1 SUPER SPACER BY 'QUANEX' �`�,•" ��
No. 58705
w GLASS TYPE 'Al' N GLASS TYPE 'B1'
0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS -� / y
(L.M.I & S.M.I.) (L.M.I & S.M.I.) ;�0 IS T� F
A.1&NN UILLW 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
TYPICAL ANCHORS
SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME
1 BY FOR SPACING
WOOD BUCK
EDGE 'DIST. METAL
d a a G r .d• d A•. a 'i 4 v a STRUCTURE
d Gn' d A da G d• Ow
a a G c = TYPICAL ANCHORS x _ __ __ ___ __
d w EDGE SEE ELEV.
cYi F�-----------------yl
DIST. FOR SPACING MIAMI—DADE COUNTY APPROVED I j
O N DST 7 M I MULLION & MULLION ANCHORS I
0 = II SEE SEPARATE NOA II
O1 m3 tt I N EDGE i PRODUCT REVISED
A a I DIST. I I as complying with the Florida
L______ ___________j I Building Code
----- -- -------U NOA-No. 20-0722.09
M2
Ex%iration Date: 9/22/2025
S5 ByTYPICAL ANCHORS TYPICAL ANCHORS Miade Product-C trot
SEE ELEV. SEE ELEV.
Oa Mg FOR SPACING FOR SPACING ADDED ANCHOR TYPE
2 3/8" MIN. o -JR-07/07/20
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
q)
I/A" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI)
M \ /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
SWEEP LOCK 2 3/8" MIN. 1/4" DIA. ULTRACON+ BY 'DEWALT'(Fu=164 KSI, Fy=148 KSI) O Q
1 OPTIONAL TO
CV Y
E8 EGRESS LOCK AT SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �aa
N `�` 1-3/8" MIN. PENETRATION INTO WOOD w (0 o O
\ \`� THRU 1 BY BUCKS INTO CONC. OR BLOCKS > N a�0
/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) z 0 z z
-------' 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) >--, >- -, o 7 w J
E4 WHEN USED THE MIN. WOOD BUCK Q o M <
Lk DIRECTLY INTO CONCRETE OR BLOCKS r -' 0 1- �e
DEPTH SHALL BE 2 THE USE OF 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z " � Q �Mo�°
! DEEPER OR BEVELED WOODBUCKS IS 0 w
i 1 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) w c) � Z
PERMITTED. ¢ z v `�' ON
! #14 SMS OR SELF DRILLING SCREWS (Fu=74 KSI, Fy=57 KSI) W 0 > z
INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO
METAL STRUCTURES (HEAD/SILL/JAMBS) w U-
LLJ
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ;a z
o
z z WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ALUMINUM • 1/8" THK. MIN. (6063—T5 MIN. H G ce U) 0014S
o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.3 a ca a 0
a $ 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) = c 0 z W Q z
N � Q F H
aTYPICAL EDGE DISTANCE E �F M rn _o
W U) INTO CONCRETE AND MASONRY = 2-1/2" MIN. °o 0 IT_M cn o
E� S4 ! 1 INTO WOOD STRUCTURE = 1" MIN. W ' z
W 1 i
23 INTO METAL STRUCTURE = 3/4" MIN. Q o w _
Es w CO
WOOD AT HEAD, SILL OR JAMBS SG=0.55 MIN. U =v
a1}i1 •�sa° sauas
! all CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. t�1 I l,l f j !
M9 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. \ °Y I,I1 r;•��i
.• "• /
O 2 r
1 b _ ,� No. 5870 5
da A
o..p v d° a
_ v a• EDGE DIST. ] `T TM
EDGE v v v N a $ TYPICAL ANCHORS 'max
DIST. ? ' s'.. a SEE ELEV.
TYPICAL ANCHORS c FOR SPACING
v. 1 BY I SEE ELEV. t
WOOD BUCK FOR SPACING
A.LYNN MILLER,P.E.
P.E.#58705
1/4" MAX. BUCK WIDTH 1/4" MAX. FLANGE & FLANGE ADAPTOR FRAME
SHIM SHIMS
O 1 1
TYPICAL ANCHORS TYPICAL ANCHORS
SEE ELEV. 1 2 S6 S5 SEE ELEV.
FOR SPACING 1 FOR SPACING
FLANGE ADAPTOR FRAME
o.
-- I\ A PRODUCT REVISED
a as complying with the Florida
METAL --' p . Building Code
STRUCTURE N NOA-No. 20-0722.09
EDGE DIST. ..� ° Expiration Date:
0 10 9/22/2025
By
\.1
EDGE DIST.
Miam pade ProductC trol
BY A
EXTERIOR 1 wooD BUCKS
P
1
D.L. OPG. ot
a p E1 O m
w
a
0
1/4" MAX. BUCK WIDTH 1/4" MAX. O Q
SHIMS SHIMS [� j o na
TYPICAL ANCHORS OE TYPICAL ANCHORS i W o a
SEE ELEVSEE ELEV. W rn
FOR SPACING FOR SPACING g W rn a}oQ ¢O
a V I � Z
o ! } o � ZO Z
I Q O N ~ O
M
8
[J I W Z ll. 6 W Q l/MOJQ
C i i W V V o W Z
o; 00
Y WOOD DU K DIST. O < ~ w 'r 'ON
R W o Z QMQ
EDGE WOOD sTRUCTUR (L o
DIST. I a z _ rn
1BY. W
WOOD BUCKS ° H v z J O
., 10 � c o C� L0
ea o Z
A. N v 0 ac Q) }aa4S
.v \ wool, 0
co Q W S` J W
_
MIAMI—DADE COUNTY CL S U M o W Z
APPROVED MULLION " `'J F co°�' W
& MULLION ANCHORS 1/2" TYP INTALLATION DETAILS SHOWN ON PAGES 4 o o LL W cn
SEE SEPARATE NOA E AND 5 APPLY TO BOTH FLANGE FRAME z Q W z o
BUCK WIDTH BUCK WIDTH u,
AND FLANGE ADAPTOR FRAMES. o w
Um2M U) L- U)
alp-L •asaQ sauas
F1
o
EDGE I
DIST. t._,,.L ;o 57,
No, 58705
VIT11
L —_J 10 E3
•. ��& dew
trd}}8I1111\%1
1#14 X 1" FH. SMS. A.LYNN MILLER,P.E.
P.E.#58705
TYPICAL ANCHORS
SEE 1 BY FOR SPACING METAL EQUAL LEG FRAME
WOOD BUCK STRUCTURE
EDGE--DIST. o w
4 n ; v 4 a c .; a. X EDGE TYPICAL ANCHORS Y ______ ____ _______
4 n' n d' n ¢ DIST. SEE ELEV. c>F- �r------------------1�
d a g �0
a a a a • �'. _ = FOR SPACING m EDGE j I MIAMI-DADE COUNTY APPROVED I j
\ cn mo DIST MULLION & MULLION ANCHORS I
= I SEE SEPARATE NOA II
EDGE 3 g a I1 II
DIST. m 3 I I EDGE i
DIST
M3 E1 a -------- 1 __--____�� PRODUCT REVISED
A 1 _ J as complying with the Florida
Building Code
NOA-No. 20-0722.09
it II M2 :t N Expiration Date: 9/22/2025
TYPICAL ANCHORS TYPICAL ANCHORS
S5 SEE ELEV. SEE ELEV. BY�
TYPICAL ANCHORS FOR SPACING MIAMI—DADE COUNTY FOR SPACING Miam pade ProducYC trot
I. I. SEE ELEV.
I 'I FOR SPACING APPROVED MULLION
c� M9 & MULLION ANCHORS
�I !I
a SEE SEPARATE NOA
o II 11 1 SHIMS BUCK WIDTH BUCK WIDTH BUCK WIDTH o
J
N
D1
SWEEP LOCK v I 1 C1 Y Q
OPTIONAL TO I i
04
ES 1 EGRESS LOCK a _~ -� I I o 'Aga
AT SILL — — 0
w o Cn
I I _j O N a}DQ O a0� N
I I Z � z � Z
B E5 F EDGE M3 I I r W
E4 DIST. ti° --� J(9 c� o
Y mZLL0. Lo Q UMD.IQ (_
V a r = W- LU
m #14 X1" FH. SMS. Q V U d Z
i 1 v p• ' E3 E8 ¢ � zv 'IN
I WOWS U SMa
I v
o Z
i �E LULL
_ o z O
C9 co
-� EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY ev o z
"r ! 4S
�+ o w INTO WOOD, CONCRETE OR METAL STRUCTURES y ca co o J }aa
0 1 WITHOUT THE NEED OF A WOOD BUCK. o o LU o Z
W z
2 3/8" MIN. E c o=M o o CI Z
Ei w E 0 F ,°'�, _j coW
W U) °z �Q� W Q o
S4 = 1 � o LLI
�r
\ Ummo LU C1
i 23 �� UM= C U) LU
1 r) d b aµ!1 Dsap sauaS
j E6 2 3/8" MIN. --� a da a d
Ci 1 14 \ �� $ a \ z• ti ( N,
TYPICAL ANCHORS2 _ SEE ELEV. l
dS
td
FOR SPACING
WHEN USED THE MIN. WOOD BUCK 6 ��
♦D"D •• DEPTH SHALL BE 2W. THE USE OF
D° USDEEPER OR BEVELED WOODBUCKS IS
v
D EDGE TYPICAL- ANCHORS > PERMITTED. r `!°"^, +
DIST. • - / .
v. I SEE ELEV. }}lflltitt?1
1 BY FOR SPACING
WOOD BUCK
A.LYNN MILLER,P.E.
P.E.#58705
TYPICAL ANCHORS
ILLUSTRATIVE DTLS. ONLY SEE ELEv. FIN FRAME
EXT. OR INT. FINISHES E11 FOR SPACING
NOT BY CGI z
N M
a•
HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING
NOT BY CGI
8 SMS (Fu=74 KSI, Fy=57 KSI)
O E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES PRODUCT REVISED
A2 as complying with the Florida
— ' 1-1/4" MIN. PENETRATION INTO WOOD Building Code
E8 ( BACKBED NOA-No. 20-0722.09
CAULKING
M2
Expiration Date:09/22/2025
��
S5 By: �
Miami'-Dade Product'-Control
� M9
a
0
If
Cr
J
N
SWEEP LOCK N Y
1 OPTIONAL TO N Q
E8 EGRESS LOCK o •nab
AT SILL I-
o 0
4" MAX. 1/4" MAX. W a}o4 O ¢WOOD STRUCTURE 1 O
w
NOT BY CGI / BUCK HEIGHT > Z
O E5 GAP GAP Z 0 Z Z 2
E4 UJ
1/2" MIN. 1/2" MIN. N o
W Q 0 M �}
Y Z � � 0 uMoQ U)
I W = W W Z_
m trUU6 ON 1 <L � zv
I Woj � U 9M4
Z
D2 rZ � :D
_ L.
c�-A FFBACKBED ti v J O
Ld
CAULKING = c Z O
Z M ¢ of U) }aayS
0 y 0 W W
z fl. ��M O J Z
M O
OPq E11 Z�=� W W p
C2 N S4 1 �oW� w Z =
� naM C/) LL I U)
W 1 HOUSE WRAP U M= al}il asap sauas
E6 NOT BY CGI
i E3 E8 EXTERIOR l ,
M9 D.L. OPG w C, .,
2 `•` t.,�C I •4
14 BACKBED
CAULKING 71- N 58705
E2 R
- -
HOUSE WRAP _ r CAS /� �
' ,3i'.w OF � g
NOT BY CGI a
v
}ttillit��
E11 TYPICAL ANCHORS A.LYNN MILLER,P.E.
SEE ELEV.
FOR SPACING P.E.#58705
ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
E1 CGI-100 1 FRAME HEAD 6063-T6 -
E2 CGI-101 1 FRAME SILL 6063-T6 -
E3 CGI-102 2 FRAME JAMB 6063-T6 -
E4 CGI-103 1 MEETING RAIL 6063-T6 -
E5 CGI-104 1 LOCK RAIL 6063-T6 -
E6 CGI-105 1 HANDLE RAIL 6063-T6 -
E7 CGI-106 2 SASH RAIL 6063-T6 - PRODUCT REVISED
16" GLAZING BEAD 6063-T5 - B complying with the Florida
E8 CGI-107 AS READ. 5
/ Building Code
E9 CGI-108 AS READ. 0.700" GLAZING BEAD 6063-T5 - NOA-No. 20-0722.09
E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 -
Expiration Date: 9/22/2025
E11 CGI-110 AS READ. NAIL FIN ADAPTOR 6063-T5 -
By:
E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - Miamf-Dade Product Control
E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 -
E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 -
E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 -
M1 CGI-382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC -
M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV.
M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC -
M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV.
M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. N Y Q
M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. o 'ADa
M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN o O
M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M J N a}oa O Q
W a)M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. z Z
z
M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M O LU
M16 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M . O v v o
M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. m J O o 0 �8 =
M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. - = W m CD U)
o uMnlp
M19 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A ¢ w z v 'ON
M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M W o w - U 9MG
o > a Z
M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. a z °' :D rn
_M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV LL
W
M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. .. Z 00
S2 - 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW _Z
to ¢ U)MA 0
}aa4S
S4 - 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW - - 'r* otf ca O
J
S5 - 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - o z W �° Q W W
S6 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. ® CGI-133 & CAM LOCK - - 'a ¢ o H
a� Cl) 'c� W
E � � ~J `� U)
0�
Z 2 W O O
_ J
� mW'n W J _
03 <6
00 M Cn
aµil •asap sar�aS
,tl�? Sltttai
fp
o. 5870
-C3
44/
3j f{
A.LYNN MILLER,P.E.
P.E.#58705
2.505 2.505
�.065 S2
S2
06511
1.745 .811 811 1.550 1.680
.745 .06 1.245
TYP. .745 .065
TYP. i
.050L1.015 1.015 7395
PRODUCT REVISED
as complying with the Florida
E12 E7 E71 Building Code
FLANGE FRAME HEAD O FLUSH FRAME HEAD O NAIL FIN ADAPTER NOA-No. 20-0722.09
1.583 1.007 Expiration Date: 9/22/2025
1.583
By:
p
745 I Miam ade Producr trol
065 .065
TYP. TYP. .065 2.113 ,
TYP.
1.368 o
375 3.175 3.175 1.015
.6 .�
1429 VENT TOP CORNER
1.429
U065
1.220
1.000 .500 N Y Q
500 T-1 E4 MEETING RAIL o •nab
2.505 FRAME TOP CORNER
�2.505 rn o U)
O 1.220 ; N a}°Q O Q
t z
E14 FLANGE FRAME SILL E2 FLUSH FRAME SILL } o o z
Q O ~ o
500 1.301 -1.301 1.043 O M
1.788 m 0 U o u~i O umoic =
S2 0 z LLim 0 0 cn
065 .065 .065 .065 TYP aco
Z °N
a W O 0MO
TYP.F I TYP. W ro > v z
1.015 I a � z °' rn
2.440IE 2.440
it 2
if- E5 LL
LOCK RAIL �, z O
1.015 1.015 FRAME BOTTOM CORNER '
VENT BOTTOM CORNER �c° z
LL-12 LH C s U) Oa4S
745 2.195 ai a 0
745 �-
LLJ
2.846 2.346 OC o W -j z
¢� o Q U
co O W
E13 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 1 0 '* U-
Fri
1.892 - WzC)= X o
490 T.120 1.043 (P -jLo W _=
C1) W W
a�}il asap sauas
705 050 TYP. 705 .050 TYP.
�- �- 1.015
-�i .864 .864 Fes- E6 a` °rt r r r
r ;..
HAND RAIL
Es 5/16" GLAZING BEAD E9 .700" GLAZING BEAD =_
No. 58705
1.395 _ o � T_
1.449 0
1.395 .745 1.450 {
F.180 .293 .665
Oil 675 .550 .050 fi 'a fi�C?F �
�
.050 .065 .060-1 1.413A 6- 0,
ltltitt
A.
M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL FLANGE ADAPTOR wP E.#58705NN �P.E.
E10