HomeMy WebLinkAboutAPPROVED, MullionM IAM I-DADE I MIAMI-DADE COUNTY
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.gov/economy
CGI Windows and Doors, Inc.
10100 NW 25" Street
Miami, FL 33172
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube
Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18,
prepared by AI-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County
Product Control Section 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# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0129.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
Y-3
P�1 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. 95-0929.39)
2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3,
4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-
Farooq Corporation, signed, 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) Small Missile Impact Test per FBC, TAS 201-94
5) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of casement windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc.,
Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2,
signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-0331.07)
2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Hurricane Test Laboratory, Inc. Test Report No.
HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA No. 95-0929.39)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94
along with marked -up drawings and installation diagram of fixed windows mulled
using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering &
Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by
Hector M. Medina, P.E.
(Submitted under NOA No. 95-0929.39)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
Manuef Pere , P .
Product Control Exa i r
NOA No. 18-012 .08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E - 1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 511 Edition (2014), and of no
financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1
and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by
Vinu J. Abraham, P.E.
(Submitted under NOA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by
Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S.
Marshall, P.E.
(Submitted under NOA No. 95-0929.39)
4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane
Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina,
P.E.
(Submitted under OA No. 95-0929.39)
G. OTHERS
1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their
Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and
expiring on 03/28/18.
Manuel YCrez, .E.
Product ControQxaafiner
NOA No. 18-0129.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-2
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion —
L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated
01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6`
Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6`
Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their
Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and
expiring on 03/28/18.
�W, N U, 9 QA a,4 5: 4,
Manuel Pe ez, P E.
Product Control a . er
NOA No. 18- 29.08
Expiration Date: March 28, 2023
Approval Date: March 29.2018
E-3
___f,125
2.000
Ix = .332 IN\4
Sx = .332 IN\3
1 X2 MULLION
6063-T6
1,000 125
3.000 .125
4,
Ix = .9502 IN\4
Sx = .6335 IN\3
1 X3 MULLION
6063-T6
Q
L_ 2.000 ---A
CLIP ANGLE
6063-T6
2000,--�{_f 125
4.000
Ix = 2.9762 IN\4
Sx = 1.4881 IN\3
2X4 MULLION
6063-T6
Li
2.000__ 125
.125
25
Ix = 2.0374 IN\4
Sx = 1.0187 IN\3
1 X4 MULLION
6063-T6
6.000
Ix = 8.2757 IN\4
Sx = 2.7586 IN\3
2X6 MULLION
6063-T6
.125
FQ
4.
4- h�
6.000
3' 3' 2.000 �I
'W' DIMENSION
MULLION
'W' - IN.
2"
1.688
3"
2.688
4"
3.688
6"
1 5.688
4.000
MULLION CLIP FOR 1 BY TUBES
CGI-383
6063-T6
MULLION CLIP FOR 2BY TUBES
CGI-395
6063-T6
)0
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED
IMPACT AND NON —IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
INSTRUCTIONS: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL.
®�011119VBg��®'
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 �!� p� Q�
FOR PARTICULAR OPENING. PRODUCT REVISED 0�� �� . ......
!�i®
STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING as eying with the Etrida ® ° is ENSF `
ABOVE LOAD REQUIREMENTS. Btilding Code Q
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT A�ptwce 140 �I OB m 70 2
APPROVAL. E �0n Date •�
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH gy
STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Il iami ade Product C `
IN STEP 1 ABOVE. o T E OF
USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS
STEP 5 ON SHEETS 3 & 3.1. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ®�0 %,°L
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sheet 2 of 5
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120
110
100
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74 1
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35 45 55 65 75 85 25 35 45 55 65 75
TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
25
2 ANCHORS TYPE ' B'
38 3/8" MULLION SPAI
\50-5/
7
35 45 55 65
TRIBUTARY WIDTH — INCHES
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38-0/8" MULLION
/8"
75 85
130
120
110
100
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APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS
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NOTE:
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LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
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120
110
100
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ANCHORS 'BH' o 0
APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS 0
OR THRU 1BY WOOD BUCKS INTO BLOCKS Q
ANCHORS 'BF'
APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
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ANCHOR LOAD CHARTS EN�ton at �° ;° ®'' °`�®L-J NL�j V
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4 ANCHORS AT MULLION ENDS e®®�oAL faaa°° sheet3.lof 5
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ALUM ANGLE
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MULLION CLIP
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WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE 'A'—
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
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1-1 /4" MIN. EMBED INTO CONCRETE
TYPE 'B'—
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO CONCRETE
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TYPE 'BH'—
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO HOLLOW BLOCKS
1-1 /4" MIN. EMBED INTO BLOCKS
THRU 1BY BUCKS INTO BLOCKS
1-1/4" MIN. EMBED INTO BLOCKS
TYPE 'BF'—
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO FILLED BLOCKS
1-3/4" MIN. EMBED INTO BLOCKS
THRU 1BY BUCKS INTO BLOCKS
1 —1/4" MIN. EMBED INTO BLOCKS
TYPE 'C'—
#14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1 " MIN.
INTO METAL STRUCTURE = 1/2" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
2 OR 4 ANCHORS TYPE 'C'
SEE SHEETS 3 & 3.1
FOR CAPACITY
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ACCESS HOLE
METAL STRUCTURE
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TUBE MULLION
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METAL TO METAL CONNECTION
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Building Code
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