HomeMy WebLinkAboutNOA - TUBE MULLIONSEC.�=��V E!
DEC ? i 29V
MIAMIDDADE pri;;.,J11 riNG MIArII DADE COUNTY
o St. a udc- Cc'-slty AODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONONXIC 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.govleconomy.
CGI Windows & Doors
10100 NW 25`h 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 Miautri-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 iticur 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" ° nclipRtrd,:Extr.tided-Aluminum l,mbeAullian - L.M.I.
APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions",
sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, 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.
MiSSII,E 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# 11-1031.07 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 Manuel Perez, P.E.
t NOA No. 14-1103.09
CM�IAMI&DE CouN7Y i � Ex pit ate Vtember 22, 2020
oval Date: March 05, 2015
Page 1
CGI Windows & Doors
A. DRAWINGS
1. Manufacturer's die drf
2. Drawing No M10-01,
through 7 of 7, dated I
Corporation, signed aj
B. TESTS
1. Test reports on: 1) Air I
2) Unifc
3) Wate
along with marked -up d:
prepared by Hurricane t
HTL-0080-0303-11, da
(Submitted under NOA
2. Test reports on: 1) Air 1
2) Unifi
3) Watt
4) Larg4
5) CycE
along Nvith marked -up d
prepared by Hurricane t
HTL-0080-0301-10, dz
(Submitted under NOA
ings and sections.
led "Series Sentinel Unclipped Alum. Mullions", sheets 1
02/10, with revision C dated 02/25/15, prepared by Al-Farooq .
sealed by Javad Ahmad, P.E.
Filtration Test, per FBC, TAS 202-94
m Static Air Pressure Test, Loading per FBC TAS 202-94
Resistance Test, per FBC, TAS 202-94
swings and installation diagram of an aluminum tube mullion,
A Laboratory, LLC, Test Report No.
d 03/24/11, signed and sealed by Vinu J. Abraham, P.E.
1ro.11-0330.22)
Filtration Test, per FBC, TAS 202-94
m Static Air Pressure Test, Loading per FBC TAS 202-94
Resistance Test, per FBC, TAS 202-94
Missile Impact Test per FBC, TAS 201-94
Wind Pressure Loading per FBC, TAS 203-94
swings and installation diagram of an aluminum tube mullion,
;t Laboratory, LLC, Test Report No.
-d 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
Vo.10-0510.14)
C. CALCULATIONS
1. Anchor verification calculations and stiactural analysis, complying with FBC-5th
Edition (2014), dated 096/14, 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 CERTIFICATI
1. None.
E-1
'_w
f' Mahuel Pprl*, P.E.
Product Controminer
NOA No. 14-1103.09
Expiration Date: September 22, 2020
Approval Date: March 05, 2015
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no
financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by
Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Viuu J.
Abraham, P.E.
(Submitted under NOA No. 11- 0330.22)
3. Laboratory compliance letter for Test Report No. HTL-00$0-0301-10, issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA No.10-0510.14)
4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel
Perez, P.E.
(Submitted under NOA No.10-0510.14)
G. OTHERS
1. Notice of Acceptance No, 11-1031.07, issued to CGI Windows and Doors for their
Series "Sentinel' Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on
01/12/12 and expiring on 09/22/15.
Manuel P ez, .E.
% Product Control F,.xa finer
NOA No.14-1103.09
Expiration Date: September 22, 2020
Approval Date: March 05, 2015
E-2
y ,.D00 r
,.000 r I
,.MAD r
4.000
MaW
2.500
.125 TYP. .,TES IYP. .125 TYP.
1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE I X 4 STD. TUBE
e063-Te I "a'-" "o-r
e
m
RTIE
THESE MULLIONS TO BE USED WITH
SERES 130 SENTINEL FIXED WINDOW
SERIES 110 SENTINEL SINGLE HUNG WINDOW
SERIES 120 SENTINEL HORIZ. SUDING WINDOW
FOR WINDOWS IMPACT AND LOAD RATINGS SEE
CORRESPONDING NOBS.
LOWER DESIGN PRESSURE FROM WINDOW APPROVALS
OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM.
NOTES:
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF WE FIDRDA BUILDING OWE INCLUDING HIGH VELOCITY
HURRICANE ZONE (Ma).
ALL GLAZING PRODUCTS USED WTM THESE MULLIONS MUST MEET THE
APPLICABLE BVILONG 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 MMa EMBEDUENT
TO BASE MATERIAL SNAIL BE BEYOND WALL OWNING (STUCCO, IEE EFC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN N THESE DETAILS
ARE NOT PART OF TM APPROVAL
A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED N DESIGN OF
ANCHORS INTO WOOD ONLY.
MAMMALS NQUBNO BUf NOf LINKED TO SIFIIAdETAL SIAEWS, THU COME INTO
WNGCT WITH DOER OSSNDAR MATERl06 $1IUULLLL uEEr TIO REpAR09M
OF THE FLORIDA BLGB WOE
THESE MULLIONS ARE RATED FOR LARGE dE SMALL MISSILE IMPACT
USE CHARTS AS FOLLOWS.
DEIR'MNE DESIGN LOAD REQUIRED PER ASCE Z
FOR PARTICULAR OPENNG.
USE CONNECTION OF WINDOWS TO MULLION AS PER
PRODUCE APPROVAL
USN O CHARTS ON SHEETS 0 THRU 6 SELECT MULLION TYPE
AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN
THE DESIGN LOAD SPECIFIED N STEP I ABOVE.
CAPACITY OP SELECTED CGFS WINDOWS AND UUWON
MUST EQUAL OR EXCEED REQUIRED LOADS
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AT EACH SIDE OF MULLION (AT WINDOW FRAME)
TYPICAL
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SEE CHART
'A' FOR CAPACITY
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CHART V FOR CAPACITY SEE aLw 'A' FOR cAPAgiY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE
USED AT ALL MULLION COMBINATIONS. m
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SEE CHART W FOR CAPACRY�
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WIDTH (W) = WI + W2
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10100 N.W. 25TH STREET
MM. FL 33172
TEL (305) 593� O FAN. (305) M3- 2
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w000 BUCK
TYPICAL ANCHORS
1 OR 2
1—I/4' YIN.
AT EACH SUE OF MULL(AT
WINDOW FRAME)
METU�(.TURE
29Y WOOD BUCK
OR
SEE SHEEP 3 & 4
AT EACH
WOOD SIRUCNRE
• FQR CAPACITY
SEE
EDGE DITT.
EDGE DIST.
EDGE
_
I
DiSf.
I
i
TYPICAL ANCHORS
ANCHORS
TYPICAL ANCHORS
j
1 OR 1
1 OR 2
1 OR 2
1 OR 2
I
AT EACH SIDE OF MULL
SEE SHEET 3 & 4
FOR CAPACITY
AT EACH SIDE OF NULL
SEE SHEET 3 & 4
FOR CAPACITY
AT EACH SUE OF 1
SEE SHEET 3 & 4
FOR CAPACITY
q?!�N
1• TYPICAL ANCHORS1OR2AT EACH SIDE OF MULL
SEE SHEET 3 & 4
FOR CAPACITY
TYPICAL ANCHORS: sEE EUX. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
1 /4' DIA. TAPCON BY 'RW (F-125 K9, Fy-1GD KSI) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE.
1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL)
DIRECTLY INTO CONC. OR MASONRY
1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL)
1 /4' DIA. ULTRACON BY 'ELCO' (Fo.177 KSI, Py.155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONIC. OR MASONRY
1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4' MIN, EMBED INTO CONC, OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
Alb SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy a 36 KSI MIN.)
ALUMINUM : 1/B" -K. MIN. (6063-TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGEEDGE DISTANCE
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE i" MIN.
INTO METAL STRUCTURE 3/4' MIN.
WOOD AT HEAD. SILL OR JAMBS SG a 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS 1'c - 30DO PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20DO PSI MIN.
FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN
ALSO APPLICABLE TO SINGLE HUNG AND
HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE,
EQUAL LEG OR FIN FRAME CONFIGURATIONS.
2
FIANCE, FLANGE ADAPTOR AND
FLUSH FRAMES CAN BE USED
AT ALL ANCHORAGE CONDITIONS.
2 3/
c�
2 3/I I
WHEN USED THE MIN. WOOD
BUCK DEPTH SHALL BE 2i(I'.
THE USE OF DEEPER OR
BEVELED WOODSUCKS IS
PERMITTED.
PRODUCTREVISED
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