HomeMy WebLinkAboutAPPROVED Horizontal Roller 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 /3-1 /3 XOX CONFIGURATION
111" w 110" <w
FLANGE WIDTH m BUCK WIDTH m m
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6" MAX. 5" MAX. TYP. _ U 5 1/2" MAX. 5 MAX. TYP. N U
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FALSE MUNTINS 32 7 8" ADDL. ANCHOR READ. FALSE MUNTINS VADDL_ ANCHOR READ. NO Q
(SURFACE APPLIED)J 32 7/8" AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/8" 32 7/8" CENTER OF ALL PANELS w co Ln O
OPTIONAL D.L OPG. OPTIONAL J N o O Z
D.L. OPG. FIXED OR OPERABLE D.L. OPG. D.L. OPG. ED OR OPERABLE J 0'
36 3 8" ABOVE 30" PANEL WIDTHS ABOVE 30" PANEL WIDTHS j � a}°p
VENT WIDTH 36 3/8" AT HEAD SILL. z it o
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FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME a °o � _
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110" af LAMINATED GLASS a o w zLL
BUCK WIDTH m z THESE WINDOWS ARE RATED FOR LARGE INSULATING LAM. GLASS a z o
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& SMALL MISSILE IMPACT. SHUTTERS ARE
HEAD SILL A2 5" MAX. TYP. LARGE MISSILE IMPACT NOT REQUIRED. Q
5 1/2" MAX. 13 5/16" MAX. N z }aays
11 MTG. STILES HEAD SILL SMALL MISSILE IMPACT O
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SERIES `SENTINEL 1200' ALUMINUM HORIZONTAL ROLLER WINDOWvs
ti U) z w a'°°S
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E2 F F DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3-6. o of co W Q z
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR C ��„ �m-s O= w z
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HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS — 3 0 LL 0 � I- W
�E _ / // USING MIAMI—DADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. LOWER DESIGN z a c') J o
"� a '/ PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. + o ``' Q Z N
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Ln; �n o �VI EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 911?l asap sauas
m 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED
II m ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ` f1r�
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m ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S �'� • ..e....I?l,i
INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.dt�
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
No. 58705
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
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.
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OPTIONAL D.L. OPG. D.L. OPG. �o �'' ST E F
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, fiLORyO ...
36 3/8" i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING S 1 ..•'•••'
AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE �///'O(\,AL
VENT WIDTH
FIN FRAME TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. I}}I I I 101,
A.LYNN MILLER,P.E.
P.E.#58705
TYPICAL ELEVATION. 1/4-1/2-1 A XOX CONFIGURATION
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FLANGE WIDTH �m BUCK WIDTH w
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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. 7 J m O O Z
OPTIONAL OPTIONAL
D.L. OPG. FIXED OR OPERABLE D.L. OPG. FIXED OR OPERABLE J N 0�
28" ABOVE 30" PANEL WIDTHS 28" ABOVE 30" PANEL WIDTHS � j cmq a}°p
VENT WIDTH AT HEAD/SILL. VENT WIDTH AT HEAD/SILL z E z �e N
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FALSE MUNTINS 24 1 2" 6 L :
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OPTIONAL
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D.L. OPG. ��� °• fi40H{G ••�1 ,\�
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FIN FRAME `'°!!1111 i t i 0
A.LYNN"MILLER,P.E.
P.E.#58705
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XO OR OX 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'&'Bi' 'B' & 'Bl' 'A'&'Al', 'B'&'Bl' 'B' & 'Bl' 'C' & 'Cl'
WIDTH HEIGHT WIDTH HEIGHT EXf.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)
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
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
53-1/8" 52-1/8" 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
74" 73" 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
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" 36" 37-3/8" 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" 65.0 1 65.0 80.0 1 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
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
rr
37" 50-5/8" 36" 49-5/8" 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
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 65.0 0
26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 1 No
37" 63" 36" 62„ 65.0 65.0 80.0 90.0 N O
Q
53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 w m � O
rn o J O z
74" 73" 60.2 60.2 80.0 90.0 (1/3W) (2/3W) w m a p
!r G g > 04 Q
z p z fg N
} Lo O_ UMDJQ �-
JI-
QOd _
J -jo H ON
m Z u C) QM Q
(1/2W) (1/2W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH uw = w
a
W2C wa O
� pzLu'XO OR OX' o v
�r o
O M
z
p }aays
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH ti U) U)
'XO OR OX' y o W - az
co) caa
z w s
=CO) O W
co
X" TYP. BUCK DIMS Xz" TYP. BUCK DIMS BUCK DIMS ,.. 3
w p y ❑ X� Z
cn O U)
p- ct to=Mo = w ry Z
E3 0' urLL ' a W
00 9 U)
z� aL o
cb
FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME ¢o o W w
U ch!!a r p =
to FLANGE DIMS I ( FLANGE DIMS _( awl asap sauas
J
E5 E21 �c ,
g No. 58705
FLANGE FRAME _ 2�
FLANGE ADAPTOR FRAME ��� �=
® '• STATE OFL5 NOTE:
e
E4 E4 GLASS CAPACITIES ON THIS SHEET ARE EQUAL LEG FRAME
BASED ON ASTM E1300-09 (3 SEC. GUSTS) '/`,�f! NAL
STD. MTG. RAIL: H.D. MTG. RAIL: AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219 A.LYNN MILLER,P.E.
P.E.#58706
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XOX SIZES) (XOX SIZES)
STD. MTG. RAIL H.D. MTG. RAM STD. MTG. RAIL H.D. MTG. RAM H.D. MTG. RAIL
FLANGE DIMS. BUCK DIMS. GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DIMS. GLASS TYPES GLASS TYPES GLASS TYPES
'A'&'AI', 'B'&'Bl' 'B' & 'B1' 'A'&`Al', 'B'&'Bl' 'B' & 'Bl' 'C' & 'Cl'
WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)
74" 73" 65.0 65.0 1 80.0 90.0 74" 73" 65.0 65.0 1 80.0 90.0 65.0 65.0
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
ill" 110" 65.0 65.0 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 1 65.0
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" 1 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 .2
111" 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 61.6 80.0 90.0 106-1/4" 63" 105-1/4" 62" - - - - 65.0 65.0
111" 110" 60.0 60.0 80.0 90.0 111" 110" - - - - 65.0 65.0 N Y Q
k0�4
pQ
wN 04 0Z(1/3W) (1/3W) (1/3w) (1/4W) (1/2W) (1/4w) _ w N
/ �t� Z 0 Z �8 N
_ } 1 H
< 00 _
OZJ o oN
WLn to oMQ
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH w v W w d w O
� w copNr
a ~ � Z
'XOX' 'XOX' o> O
Z
Q }aays
_I
cf) I-
0 ! z Q N Z
y Is
� Z W sIDa,S
cc c*$ °W o
1§" TYP. BUCK DIMS 1<t" TYP• BUCK DIMS BUCK DIMS 0 1 0 0,o w Z
3: 3 0 ~t U-)" a w
00 P
Zia° (9 o
o J ¢ r
FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME 5 g o o w
IL 0 � I_� - p =
'_ FLANGE DIMS _I I FLANGE DIMS _I alp-L •asap sauas
rP +�
rrlllllll(,��lj
rr
LYIJrV s j>
E5 E21 � �••• '°
FLANGE FRAME
FLANGE ADAPTOR FRAME �T ° w
Q STAT OF 1{�
O `
E4 \7 E4 GLASS CAPACITIES ON THIS SHEET ARE EQUAL LEG FRAME � �v"�-, �
r, "ONAU arrr ,
BASED ON ASTM E1300-09 (3 SEC. GUSTS) '///I/I I 11111r'
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
(XO OR OX SIZES) (XOX SIZES)
STD. MTG. RAH. 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'&'Al', 'B'&'Bl' 'B' & 'Bl' 'A'&'Al', 'B'&'Bl' V & 'B!' 'C' & 'Cl'
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) In(-)
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
36" 25„ 65.0 65.0 80.0 80.0 77-15/16" 25" 65.0 65.0 80.0 80.0 65.0 65.0
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
73" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0
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
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
c
73" 65.0 65.0 80.0 80.0 77-15/16" 49-5/8" - - - - 65.0 65.0
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 <t
25-1/2" 65.0 65.0 80.0 80.0 N nab
36" 62„ 65.0 65.0 80.0 80.0 N O Q
52-1/8" 65.0 65.0 80.0 80.0
O
m o 0 z
of
73" 60.2 60.2 80.0 80.0 (1/3w) (2//w) G N @JOG
�l r� z o
(1/2W) (1/2W) m O -, o � o
% G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH °w v W o w O CMG
_U 00
� Q
< F_ v _Z
'XO OR OX' o > o
a � 2 ° O Lo
z
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH Q }aays
U) U
H � )
'XO OR OX' c z z
A i uj z W al°os
co ca� co w
O LLIW OfV Q III
Liv O R � Of 00 U) z
F- � O U)
cc_ °�u U) = Mo 2 W z
BUCK DIMS E ►S 3 Q o LL duj
p =M Z =
> OJUj Q Cn
(� �QO O W
FIN FRAME a�}!1 �saG sauas
r
No, 58705
FIN FRAME
® STATE OF
NOTE: <cRIt� ..
E4 E4 GLASS CAPACITIES ON THIS SHEET ARE �
BASED ON ASTM E1300-09 (3 SEC. GUSTS) '`o 'ONAL'
STD. MTG. RAIL: H.D. MTG. RAIL: AND FLORIDA BUILDING COMMISSION A.LYNN MILLER,P.E.
DECLARATORY STATEMENT DCA05-DEC-219 P.E.#5s705
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF
(XOX SIZES) (XOX SIZES)
STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAM H.D. MTG. RAIL H.D. MTG. RAM
BUCK DIMS. GLASS TYPES GLASS TYPES BUCK DIMS. GLASS TYPES GLASS TYPES GLASS TYPES
`A'&'Al', 'B'&'Bl' B, & 'Bl` 'A'&'Al', 'B'&'Bl' `B' & `Bl' 'C' & 'Cl'
WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)
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" 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
110 65.0 65.0 80.0 80.0 110" 65.0 65.0 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 1 65.0
105-1/4" 37-3/8" 65.0 1 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 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 65.0 80.0 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
o cn
N naa
N O Q
O(1/3W) (1/3W) (1/3W (1/4W) (1/2W) (1/4W) N � zgLLJ z 2
z N
a a >- Lo O umajo
J ci F
Q0M _
ca0
L 'IN
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o z w p
0
W 0 c, v
'XOX' 'XOX' � o z
O
(L (D (o
z
p }aayS
y C/)
cc O z Q d z
ZW al°JS
cr. 3c °w
o 0W00 z
u~i r O w
CL
BUCK DIMS 3 0 0� a
Z�¢� o
� oLU Q w04
�Qo o �
c)n _ w
FIN FRAME ai}TVasa° sauas
LY Pti fV R r
,q
oc
too. 58705
FIN FRAME , 6 3
STATE OF 4
E4 E4 GLASS CAPACITIES ON THIS SHEET ARE � tC
BASED ON ASTM E1300 09 (3 SEC. GUSTS) s AL
STD. MTG. RAIL: H.D. MTG. RAIL: AND FLORIDA BUILDING COMMISSION ,111 j 11 f' 10\
DECLARATORY STATEMENT DCA05-DEC-219 A.LYNN MILLER,P.E.
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 w .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 .090" Trosifol PVB 1/8- HEAT
1/8" ANN. GLASS By 'Kuraray Ameica, Inc.' STREN'D GLASS By 'Kuraray Ameica, Inc.' STREN'D GLASS
1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS
ui
k r
m SILICONES: m SILICONES: m SILICONES:
? 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 ( <r,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 umwc f
> n1
Qp � _
J M .Ji
} o H ON
mO � o 0
1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS w = W w O sMa
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.' r 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
1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 'co ca 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 a�}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��•' �\GENS
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 0 —
U _
SEE ELEV. METAL m _
STRUCTURE FMIAMI-DADE COUNTY APPROVED
1 BY FOR SPACING o
WOOD BUCK EDGE.pIST. TYPICAL ANCHORS p MULLION & MULLION ANCHORS
SEE ELEV. 3 o D m II SEE SEPARATE NOA I (
v G e FOR SPACING �- 0 IST. d
° d e. c. 'a a. m EDGE DIST.
n
a G n' d e a •'a GI a e• M g N
4... \ N EDGE DIST. m L
O2 1 O ii 1
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 75
TYPICAL ANCHORS: SEE ELEV. FOR SPACING N 0 q
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) w CD 0
o Z
s a}DQ
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) } to o JMDJQ -
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 w ON
Y DIRECTLY INTO CONC. OR CMU w = W w O
0 m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a w z a �_ f
a IN I) m II II m 1-1/4" MIN. EMBED INTO CMU (JAMBS) w C) w z LL
o WHEN USED THE MIN. WOOD BUCK TYP. EDGE DISTANCE INTO CONCRETE AND CMU = 2-1/2" MIN. [L 01 � 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) T., S
J W
N 1 E7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o
X 1 1-3/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o z z0 z
1" MIN. EDGE DISTANCE y� z I-
ar°aS
M9
O THRU 1 BY BUCKS INTO CONC. OR DIRECTLY INTO CONC. 3 00 w w
1 19 1" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) G)
0O CO < z
W 1-3/4 MIN. EDGE DISTANCE ~
E�_ � � �� = z z
2 18 g THRU 1 BY BUCKS INTO HOLLOW CMU OR DIRECTLY INTO HOLLOW CMU 3 0
= W = 1-1/4" MIN. EMBED INTO CMU (JAMBS) w Q z N
" En `" 1-1/2" MIN. EDGE DISTANCE c5 0¢0 0
U rm 2 CN U _
BO O 14 SMS OR SELF DRILLING SCREWS. (GRADE 2 CRS) ar}l asap sau
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8")
° AAOR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) s :
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
.a q ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) w >
• EDGE 45d. d ° ° ` 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
INTO METAL STRUCTURE = 3/4 MIN. G %. STATE OF 40-
PEEPHOLES: %' "
INTALLATION DETAILS SHOWN ON PAGES f�iS'
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
c v 1 1/2"
NOW
c�
� wo
FLANGE ADAPTOR FRAME
o. 72BYOOD
cn SCREENS OPTIONAL OR1/2" TYP.
wUCTURE o
c� .2
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 o 0 Z
BUCK WIDTH n > N a}op
SWEEP LOCK z z �g o
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OPTIONAL TO
E21 SPRING LOCK O } ^ uMo�Q
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TYPICAL ANCHORS EXTERIOR E3 ccp cj z Q Z Z
SEE ELEV. FOR SPACING E4 y m Uj Z g alDoS
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O 0 W Ow Z J J
1 4" MAX. 1 4" MAX. ,r 3
/ BUCK WIDTH / � o o o 0 Q Z
SHIM SHIMS c. �u~i coO 1=
1 VENT WIDTH E ?� o LL� z z
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O TYPICAL TYPICAL ANCHORS a J z �
ANCHORS 1 o J ui Q Z
SEE ELEV.
SEE ELEV. 35 o Q o 0
04
FOR PACING 1 FOR SPACING v M=V L 2
ll
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METAL PEI
t
STRUCTURE
o cn v a° No. 58705
4' SCREENS OPTIONAL T.2
%+
E6 E5 1 BY
W OD BUCKS STATE{�F
EXTERIOR � �~
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1 ' a
XO LAYOUT D.L. OPG. a v' f''r 'ONAL,
i ttltlt`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. \ cn EDGE
DIST.
Q. —
e X II II
G a d v °• n°, a. '1 d v EDGE- DIST.`` ¢ _ I J
°•
a d• a
Q... = 2
N
A 1 2 1 TYPICAL�ANCHORS TYPICAL AV.
SEE NCHORS
FOR SPACINGLC E7
V. FOR SPACING
E3
o.2
.j
TYPICAL ANCHORS �
SEE ELEV.
FOR SPACING
.I .I 2 3/8" MIN.
1/4" MAX. BUCK WIDTH o
SHIMS 1 0 nab
LF
O O
N
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Yi 1 J N
W ° a, "� 2-3/8" MIN. N a}Dp
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° w = WT w O
00
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o DEPTH SHALL BE 2% THE USE OF w > O
o w 1 DEEPER OR BEVELED WOODBUCKS IS d
o PERMITTED. Z
3 E6 EXTERIOR p p }aayg
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1 E7 A. C o U -1p z
MIAMI-DADE COUNTY 'y 03 n Z J
M9 APPROVED MULLION
& MULLION ANCHORS c o w vi Z
1 SEE SEPARATE NOA cc .a 06 b O Z
C U =co = U z
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M3 1 BUCK WIDTH BUCK WIDTH o o u J
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EDGE DIST. °° ° de ° d
v. TYPICAL A�JCHORS o i
v t�lct. t'` t?
1BY J SEE ELEV. ° ,.9 e J
WOOD BUCK FOR SPACING
e 4 z• ° TYPICAL ANCHORS
SEE ELEV.
a a I FOR SPACING , S1,T ,OF
TYPICAL ANCHORS �Cl ,
EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY SEE ELEV. FOR SPACING ' •. `° ,4r� . '
INTO WOOD, CONCRETE OR METAL STRUCTURES
WITHOUT THE NEED OF A WOOD BUCK. ° /j 1 1111iII0 0
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
E11 1 1/2" cl, as
HOUSE WRAP
NOT BY CGI
A2 2 1
BACKBED
E3I IR CAULKING 1/4" MAX. BUCK WIDTH 1/4" MAX.
E7 GAP GAP
0
1/2" MIN. 1/2" MIN.
--------- 1 rr
WOOD STRUCTU E2 N Y Q
NOT BY CGI O 1
N01) gab
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O Q
1
w rn o O Z
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HOUSE WRAP Es EXTERIOR o o ways
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TYPICAL ANCHORS: SEE ELEV. FOR SPACING w- Q � N
BACKBED 00 ¢o o Z
O CAULKING #8 S S (Fu = 74 KSI MIN.)
B2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES al}ll '
asap sauas
1-1/2" MIN. PENETRATION INTO WOOD
HOUSE WRAP X yl vtj
,lij���
NOT BY CGI z ° ti�~� • -/v x r�
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r
No. f58 05 Y
r
TYPICAL ANCHORS
SEE ELEV. - �.
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 ® 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
E7 CGI-106 — SASH RAIL 6063—T6 CGI EXTRUDER
E8 CGI-107 — 5/16" GLAZING BEAD 6063—T5 CGI EXTRUDER
E9 CGI-108 — 0.700" GLAZING BEAD 6063—T5 CGI EXTRUDER
E10 CGI-109 — FRONT FLANGE ADAPTOR 6063—T6 CGI EXTRUDER
E11 CGI-110 — NAIL FIN ADAPTOR 6063—T6 CGI EXTRUDER
E12 CGI-135 — TF FRAME JAMB ® 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 ui CC) LO
o O z
E23 CGI-109 — FRONT FLANGE ADAPTOR 6063—T6 CGI EXTRUDER > N a}DG
z �e
� o
M1 CGI-382V — GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC — J n umojp
M2 CGI-111 — SCREW COVER (OPTIONAL) PVC -j ON
M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC — C0 z u L C a
M4 — 0.700" X 0.040" BEAD GE1200 SILICONE SILICONE GE U 0 o � 0 �t
x CO
M5 — 0.700" X 0.040" BEAD DOW 791 OR 899 SILICONE DOW a H
Lu
M6 — 0.700" X 0.040" BEAD DOW 983 OR 995 SILICONE DOW o > O
0. — za
M7 — 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A z
M8 — — PROTECTO WRAP WATERPROOFING OR EQUIV. — — p }aayS
J
M9 684 — ROLLER TRACK PVC — ti U)
M10 CGI-128 2 PER SASH ROLLER HOUSING NYLON — 2 01 z Q Z
Mil W23201 NG — PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. v n U) Z U) aIDaS
M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN Cr. ti o O w Q W
M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M � w 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 ® FR. HEAD SCREW COVER PVC PROTOTYPE aI#ll asap sauag
M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M ``�`11tltii//�/
M22 — VARIES HI—FLO WEEP COVERS PVC AMESBURY OR EQUIV `� �V l.YN/V
EN
S2 — 2 OR 3 PER CORNER # 10 X 1 1/4- LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — —
y\G S
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. ® CGI-133 & CAM LOCK — —
S AT OF 441
S8 — 4 ®M. RAIL # 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL — — od,� '• �
S9 — 2PER ANTILIFT # 10 X 5/8" LG. PHL PH. SMS. ST/ST. ANTILIFT SCREW — — ifFLORiDF°.
sal •.....•' e°
® JAL ,�o�
IIIISl1\
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 .065 1.601 .065 -�I .864
LA U. Fl 1
lYP• 2.346 T p. 1.220 1.007
065 .050 L:1.395-1E9 .700" GLAZING BEAD
1.155 1.155 T'P•
1.015 1.015
1.368 .745 E11 NAIL FIN ADAPTER 1.449
E13 FLANGE FRAME HEAD E3 FLUSH FRAME HEAD E4 MEETING RAIL 293
1.496
.060
1.015 1.015 1.788 L--1.413 A
1.140 .065
1.140 TfP. -T �
2.264 1255 SCREW COVER
1.015 1.220
.080
.065 I L
TfP'
4.430 T p. 3.930 065
3.185 NP' 1.043 0
2.885
3.685 2.885 rn 75a
E5 LOCK RAIL E19 SILL FILLER N O Q
o O z
1.788 > N a}°p -j
1.450 z W z �e N
180 } � O uM°gyp r
LL . 0c.4
Q J(c _
I�--2.440 2.440 .559 0 .050 °o Z LL cn pMp
2.310 wUWo w O d
E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.01' S 065 Q o z c) Ix z r
T p. 1.22o W o > v o
2.737 2.737 IE-11- IE23 n� Z Z°'
FLANGE ADAPTOR C''
r
1.043 0 #aa4S
.065 .065 .490-{�-� ti U)
TfP. FTYP• E21 ALT. LOCK RAIL I R o Z Q z
2.613 2.613 .705 050 TfP. z F O alD°s
2.505 2.505 1 892 �_ y °a Z -
w p ow N J
-�I .864 tom- o 40 o � co of Z
.065 c.= � cn=�o :2 z Z
i7oio -3.237
991 .500 .991 TfP 2.195 5/16" GLAZING BEAD 3 p o L 9 o 2.737 1.015 C7 � w X
1.3951-f
0c) m = T W =
E14 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) 180 al}d1 I-asap Isapas
.811 1.043 .050� $''� t 12 1!,1 f/
O 065 ` l ,r $° f dos
f
E6 HANDLE RAIL } G EN,
`�✓f{
M3 FLUSH FRAME COVER °•' f
1.025 _" Not 5 705
2.505 .065 T(P. 2.[1811
65 T(P.
1.395
44/
1.015 ?A't OF
.065 .745 C?RIC)1 .• ,
�~
1.000 .500 I / f(?t A'L \\\\
Ilo- lll �t,t
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
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