HomeMy WebLinkAboutNOA; Series Clipped MullionHe Cor�MIAMI•DADE®® 66 UECD
R�1ONIIANII-DARE COUNTY
,�u p� //�� w�(� DUCT CONTROL SECTION
CODE COM PLIAN d "'�11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONmRS (1� Itl Miami, FL 33175
BOARD AND CODE ADMINISTRATION DIVISI tl 8�j86) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) OCC%lzq)
CGI Windows and Doors, Inc.
3780 W 104th Street
Hialeah, FL 33018
www.miamidade.gov/economy
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 Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-MULCLIP, titled "Clipped Mullion", sheets 1 through 7
of 7, dated 05/22/2020, 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 NOA# 18-0129.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
`fir' ,�. , � NOA No. 20-0610.10
CMIA&DADECOUWNTY� 09/24/2020 Expiration Date: March 28, 2023
Approval Date: September 24, 2020
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 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. 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 51
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
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None
E-1
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0610.10
Expiration Date: March 28, 2023
Approval Date: September 24, 2020
CGI Windows and Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC
6th 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. NOA 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.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-MULCLIP, titled "Clipped Mullion", sheets 1 through 7 of 7, dated
05/22/2020, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-6tb
Edition (2017) and FBC-71' (2020) dated 06/05/2020, prepared by manufacturer,.
signed and sealed by Anthony Lynn Miller, 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 61b Edition (2017) and with FBC
71 Edition (2020), and of no financial interest, dated 05/22/2020, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of successor engineer per 61 G15-27.001 Florida Administrative Code.
G. OTHERS
1. NOA No. 18-0129.08, issued to CGI Windows & Doors for their Series "Clipped"
Aluminum Tube Mullion — L.M.I., approved on 03/19/18 and expiring on 03/28/23.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-0610.08
Expiration Date: March 28, 2023
Approval Date: September 24, 2020
E-2
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Sx = .332 IN3
1 X2 MULLION
6063-T6
1.000
Ix = .9502 IN-4
Sx = .6335 IN-3
1 X3 MULLION
6063-T6
1.000 125
125
4.000
Ix = 2.0374 IN-4
Sx 1.0187 IN-3
1 X4 MULLION
6063-T6
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Sx = 1.4881 IN-3
2X4 MULLION
6063-T6
Ix = 8.2757 IN-4
Sx = 2.7586 IN-3
2X6 MULLION
6063-T6
125
125
'W' DIMENSION
MULLION
'W — IN.
2'
1.66B
3'
2.688
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3.688
6"
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MULLION CLIP FOR 1 BY TUBES
CGI-383
6063-T6
125
6.000
L-2.000—J
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.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (STH EDITION)/2020.(7TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE
APPLICABLE 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 MANUrS 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-METALDC 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 2017/2020 FLORIDA BLDG. CODE & ADOPTED
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
STANDARDS.
FOR PARTICULAR OPENING.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE
STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING INFORMATION FOR A SITE SPECIFIC PRWECT, i.e. LIFE SAFETY OF THIS
ABOVE LOAD REQUIREMENTS.
PRODUCT. ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND
STEP USE CONNEC17ON TO MULLION AS PER PRODUCT
SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC.
APPROVAL
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED
USING GRAPHS ON SHEEP 2 SELECT MULLION SIZE WITH
SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL
MULLION CLIP FOR 28Y TUBES STEP 4 DESIGN RATING MORE THAN DEMON LOAD SPECIFIED
IN STEP 1 ABOVE.
CGI-395
606-T6 3-TS USING ANCHOR TYPES ON SHEETS 5 THRU 7, AND ANCHOR GRAPHS
TIE 5 ON SHEETS 3 & 4, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE
PRODUCT REVISED
as camp)yIng with the Florida
Building Code
NOA-No. 20-0610.10
Expiration Date 03/28/2023
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P.E.# 58705
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)
1/4" DIA, ULTRACON+ BY 'DEWALT'(Fu-164 KSI, Fy=148 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fum177 KSI, Fy-155 KSI)
DIRECTLY INTO CONCRETE
1-1/2" MIN. EMBED INTO CONCRETE
1/4" DIA ULTRACON+ BY 'DEWALT'(Fu=164 KSI, Fy-148 KSI)
DIRECTLY INTO CONCRETE
1-3/4" MIN. EMBED INTO CONCRETE
TYPE 'BH'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO HOLLOW OR GROUT FILLED BLOCKS
1-1/4" MIN. EMBED INTO BLOCKS
1/4" DIA ULTRACON+ BY 'DEWA T'(Fu=164 KSI, Fy=148 KSI)
DIRECTLY INTO HOLLOW OR GROUT FILLED BLOCKS
1-1/4" MIN. EMBED INTO BLOCKS
(MAY BE USED WITH 1" MIN. EDGE DISTANCE)
TYPE 'BF'- 1/4" DIA. ULTRACON BY ' O' (Fu=177 KSI, Fy=155 KSI)
DIRECTLY INTO FILLED BLOCKS
1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS
1/4" DIA ULTRACON+ BY 'DEWA T'(Fu=164 KSI, Fy=148 KSI)
DIRECTLY INTO HOLLOW OR GROUT FILLED 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 (UNLESS OTHERWISE NOTED)
INTO CONCRETE AND MASONRY = 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.
HOLE
2 OR 4 ANCHORS TYPE 'C'
SEE SHEETS 3 & 4
FOR CAPACITY
METAL STRUCTURE
OR
TUBE MULLION
PRODUCT REVISED
as oomplying with the Florida
Building Coda
NoA-No. 20-0610.10
Expiration Date 03/28/2023
By
Miami -Dada Product Control
` A) ADDED ULTRACON-
.2 ANCHORS.
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