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HomeMy WebLinkAboutNOA; Series Clipped Aluminium Tube MullionMM AMI- 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.gov/economy
CGI Windows & 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" Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No: M95-13A, titled Series "Mullion Elevations and Details",
sheets 01 through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared by Al—
Farooq Corporation, signed, sealed and dated 12/10/12 by Javad Ahmad, P. E., bearing the Miami —Dade
County Product Control Section Renewal 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.
REVISION 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 renews NOA No. 12-0221.10 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 Jaime D. Gascon, P. E.
NOA No. 12-1220.15
�,f Expiration Date: March 28, 2018
GASApproval Date: February 28, 2013
2 Zi� t3 Page 1
CGI Windows & Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 08-0331.07)
2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 01
through 05 of 05, dated 11/25/95, with the latest revision "E" dated 12/21/11, prepared
by Al—Farooq Corporation, signed, sealed and dated 12/10/12 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
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-00804105-08, dated 03/26/08 for specimen no.'s 1 and 2,
signed and sealed by Vinu T Abraham, P. E.
(Submitted under previous NOA No. 08-0331.07)
2. 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 previous NOA No. 95-0929.39)
3. 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 previous NOA No. 95-0929.39)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 02/10/12, prepared by Al—Farooq Corporation, signed and sealed by Javad
Ahmad, P. E.
(Submitted under previous NOA No. 12-0221.10)
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER .
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 12-1220.15
Expiration Date: March 28, 2018
Approval Date: February 28, 2013
E-1
CGI Windows & Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the
FBC-2010, dated 12/07/12, 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 previous NOA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. HTL4080-0303-96, issued by
Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S.
Marshall, P. E.
(Submitted under previous 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 previous NOA No. 95-0929.39)
G. OTHERS
1. Notice of Acceptance No. 12-0221.10, issued to CGI Windows & Doors for their
Series "Clipped Aluminum Tube Mullion — L.M.I.", approved on 05/10/12 and
expiring on 03/28/13.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.12-1220.15
Expiration Date: March 28, 2018
Approval Date: February 28, 2013
E-2
— azs
2.000
L
Fes---2.000—i
CLIP ANGLE
6063-T5
MULLION CLIP FOR 1 BY TUBES
CGI-383
6063—T6
(ALT. TO 2 PIECE CLIP)
MULLION CLIP FOR 213Y T B S
CGI-395
6063-T6
(ALT. TO 2 PIECE CUP)
a
6.000
k-2.000-�I
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
ALL MULLIONS 6053-T6 MIN.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS*FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING
ABOVE LOAD REQUIREMENTS.
STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH
FRODUCI'REMM)
STEP 44 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
as complying with ou: Flodda
IN STEP 1 ABOVE.
Building Code �O 1 1
USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS
pcceptuace No O l 'al
STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING
6
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
By
M6i Ds?c P `...
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 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
FLA. PE 4 70592
CAN, 3538
o
_ S
a
drawing no.
M95-13A
min I Tnto I nAn r`UAMT
w1-w2-xl/
NO STEEL
m
m
m
nm
LP
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Im
,.-■,■■■■■■■■
IRIBUTARY WIDTH - INCHES
MI II 1 TnNI IMAM
MEMBER
■,■■,IS
..'U,■„■■
Mill I TnA1 In -
a
m 144 132
m
20 25 30 3S 40 4S SO SS 60 65 7B 75 BB BE
TRIBUTARY WIDTH - INCHES
MI II I TnAI I n A n r 1J AOT
1x4x1/B ALUM. TUBE
NO STEEL CGIIX4
e�liEII31 ,��� �������
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TRIBUTARY WIDTH - INCHES
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GLAZING
PRODUCT
PRODUCT
uA
Z m o
am Q A
a.
OW
IL c
WI W2 Q O (I
M °
ARCHES TO BE INSCRIBED O IL < `1
INSIDE RECTANGULAR SHAPE O 4 m 2
O
Q IX
W LL
HORIZONTAL MULLION LL z In_
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z
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I_ MULLION SPAN I z 0_
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TYPICAL MULLION ARRANGEMENTS W C3 3
Z ZZ�N
WIDTH (W)
O
°
8 3�3
y u
� 2 Z
"GLAZING
PRODUCT
3:
GLAZING
GLAZING
PRODUCT
PRODUCT
NOT 0 0
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED) a
PRCDLICT SLrP]C'SNL•D Engr. JAVAD AHMAD I 'a
us comglya•;S eviiu L'uc F1erdB CML
Puildiug Cc.:s^ 12� ` o FlA PE S 70592
Aaep1s;fce AL: Zo�p C.N. 3538 .a
Ex o a
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Mir4rS de ProduM Control
drowing no.
MULLIONS M95-13A
pE� 1 Q 2�12 sheet 2 of $
LL
a
a
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❑
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N
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ANCHOR LOAD CHART
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LIN
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PHONE
N
LL
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13
z
N
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dEl 25 30 35 40 45 50 5S 60 65 70 7S 80 85
TRIBUTARY WIDTH - INCHES
11 . 1. I'll A-
0111
11111
I
IN
moll
is
111MIN
111
11
,
11164,
1.4
110111111
20 25 30 35 40 45 50 55 60 65 70 75 80 85
TRIBUTARY WIDTH - INCHES
I'll lulu m rt ANCHORS TYPE D
ANC D
ICU
N
Z 07 r Z
C) q 0
Q � N
Ow m
a�
Mo
O� �
v 'o
0 a a a Gip}
O
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Q W N LL o
IRS TYPE �HORIZONTAL MULLION ANCHORS TYPE N
C OR D 0. B, C OR D ARCHES TO BE INSCRIBED 'W cmtVy a
INSIDE RECTANGULAR SHAPE Q W ei
O
VERTICAL
MUWON
z
GLAZING
PRODUCT
GLAZING
PRODUCT
`�I
{}
ANCHORS E
GLAZING
PRODUCT
ANCHOR
ETAIL Al
GLAZING
GLAZING
PRODUCT
PRODUCT
� N
J I
a m
N
3 N
ANCHORS TYPE Q 0 r
A B. CORD OW
N l7 W
Z Ix
A. B, COR
_ MULLION SPAN I
O
a
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(n )
w2
N �
n
Ld
Z _1 N
Z
Z N
3 0 n
TYPICAL MULLION ARRANGEMENTS
o a
WIDTH (W) w1 + wz
2
NOTE
o
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
-
o
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
z §
FOR ANCHORS DESCRIPTION SEE SHEETS 4 & 5.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
FRODUar:S_i nmr,
WI the Florida
Bcildbrccde ��_ VAS
Acc pt==Alo
Er. n ae j4
y
Miami Dade Pro act Cont-.o, _
25 30 3S 40 45 50 55 60 GS 70 75 80 85
TRIBUTARY WIDTH - INCHES AN C H O R S
FLA. PE 111 70592
CAN. 3538
FC 1 � 20?2
a
i
S
drawing no.
M95-13A
sheet 3 of 5
ANCHORS TYPE 'A
ANCHORS TYPE 'B'
ANCHORS TYPE 'C'
�(, M
a
n
NBTCFt VOOD BUCK
o
d/4" 0 ULTRACON
°da
. TO ACCOMODATE
3
Ip
Z m C
ANGLE -CLIP.,ANGLE TO MASONRY
.1/4" O*ULTRACON
2 ALUM XANGE
e _
2 ANGLE
2
/
2
ALUMXANGLLE 4_
ALUMXANGE
a N>
8 2/ ANGLE
®
14 S.M.S. _ _ _
IL
a
d
2/ ANGLE
e
3/ ANGLE
00 !,u
IL 6i
0
MIN. EMBED
F
o 7
d
--- --
'. , ;2/ ANGLE
O w l+l
0 ¢ o
0 QD
o
MULLION
MULUON
MULLION d °
:L Z N -
t'1
CONCRETE OR
Q Zm rw-
NASONRY BLOCKS
1BY OR 2BY
W000 BUCK
1BY OR 2BY
n
MULUON
d'
MULLION WOOD BUCK
e
2 x 2 X 1GLE
ALUM ANGLEALUM
2 X 2 X 1/8" MULLION 2 ALUMXANC E
a
H
'^
2-5/8" LONG
2 5/8"ALONG
3-5/8" LONG
0
c
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41
1.500
°
1.500
MAX.
tl
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°9
o
o_
LI
L
33
MULLION I
i
N
V a
s
I
I
I
i
ALUM ANGLE
c
c
' ' ® 14 S.M.S.
I
___________-
I
2/ ANGLE
2 o
1.500 I
1
MIN. i
ANGLES TO
1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI• Fy-155 KSI) WOOD BUCKS NOT BY C.G.I.
i ' MSTCH
S MARBLE SILL INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED.
N i i
OR TRIM
1-3/8" MIN. PENETRATION INTO WOOD PRODUCfRLNEvlBD
..... '. .. Q
e
d ` °
•
THRU 1BY BUCKS INTO CONC. OR MASONRYOs OO't'0Iy10B`J'th h' 0nda
n1n1d1nG Cedc o.
-
1 3/8' A
MIN EMBED INTO CONIC. CCLj)101W t�0 /
Engr. JAVAD AHMAD
CIVIL
5 A 70592
CAN 3538
ry
o
..
... .. ....... 2' MIN`
d
..
1-1/4" MIN. EMBED INTO MASONRY 1
d
PRECAST CONC. n 8
° SILa
° 1/4" DIA ULTRACON
1-3/8" MIN. EMBED
TYPICAL EDGE DISTANCE
M1.. Dade Product Cml1
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
o
drewmg no.
M95-13A
I
1/ ANGLE
INTO METAL STRUCTURE = 1/2" MIN.
DEC
sheet 4 of 5 ,
I
TO T�
ANCHORS TYPE V
I
ALUM CHANNEL
3/4 X 1-3/4 X 3/4 X 1/8'
LENGTH TO CLOSE FIT INSIDE TUBE
O
O
1
3 � 3
q. I
I I
I
17—A 12 X 3/4" S.M.S.
CONNECT PLATE TO CHANNEL
IWON I
I I
I I
I I
I I
I I
_
IrI1 FALUM PLATE
I
d
d q
PRELA$f CONC. n.8
e q SILL
�/4" DIA. ULTRACON
1-3/8" MIN. EMBED
2 PER PLATE
ACCESS HOLE
#12 X 1/2" S.M.S.
SEE CHART FOR QUANTITIES TUBE MULLION
ANCHOR I NO. OF
CHART SCREWS
TYPE A & D 1 2
TYPE B 1 3
TYPE C 4
Ir _ 1
I I
I
THIS SCREW CAN BE
INSTALLED IN EITHER
I
Q12 % 3/4 FH SMS
DIRECTION q� m .
I
I
,
I
1 PER CUP AT 1X2 & 1X3 MULLION
2 PER CLIP AT LARGER MULUONS
I
I
�
I
MULUON
1/8" THICK ALUM CHANNEL
I
18Y OR 20Y TUBES
LENGTH TO FIT SNUG I ,
INTO MULLION I
I I
1
ANCHORS DETAIL #1
METAL TO METAL CONNECTION
PRODUCT RENEWED
w complying with die Florida
Huiiding Code 12— �Z © 1 s
Acceptance No �18
Ercpi a eta
s
Miami ade Product Contra
CIVIL
FLA PE $ 70592
C.A.N.538
DEC 10
J
III
i o 33
I \ 3
drawing no.
M95-13A