HomeMy WebLinkAboutProduct Approval (3) V -fY �� =RECEIV_D J N ?��6 ST. LCC:E CQ7
RE V1 E;LAVED FOR CO.W LANCE
REVIE 0 0Y dAr
MIAMI-RADE ;i'LA:`S t4 .ri FEct_ if€'11itiST`BE IMPI®N -DADE COUNTY
MEN JPR NO LV SFECTION WII.L BE MWBDuCT 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 OA www.miamidade.gov/economy
CGI Windows&Doors
10100 NW 251h 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 proposes. 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: Senclt`°fap�eclEtiiledJimaninnti" lli4i '!=�I
APPROVAL DOCUMENT: Drawing No.M95-13A, titled`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., 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 NOA#12-1220.15 and consists of this page i 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.
NOA No.15-0420.08
MIAMI-VADE COUNTY Expiration Date: March 28,2018
115
Approval Date:August 13.2015
1j 5 Page 1
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tinder NDA 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. RTL-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 shuctural 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
Manuel P ,P.E.
Product ControlV- 420.08
iner
NOA No 11
Expiration Date: March 28,2018
Approval Date:August 13.2015
E-1
CGI Windows&Doors
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-5`h 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.
(Submitter)under NOA No. 08-0331.07)
3. Laboratory compliance letters for Test Report No. RTL-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.
Manue Per .E.
Product Control Ean mer
NOA No.15- 20.08
Expiration Date: March 28,2018
Approval Date:August 13.2015
E-2
250"
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6063-16 Pogo
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L
'W' )DIMENSION ML)
4A00 LLJQNS CONTAINING TYPICAL GLA71NG PRODUCTS Cal
3A00 MULLION 'w-IN HORIZONTAL OR VERTICAL
Z, 1 688 SEE MGGV an DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
2 E
.68
4' V3.68B EM IS RATED FOR LARGE 0.V,
CAN BE USED WtiFt ALL MNMS-OADE COUNTY APPROVED
M-
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S. ..6335" JX-2.9762 f"o gnn i
Sx 1.4881 0
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.715 R TAN UJ MINUM JUBEAWLLIONS IG!
IX3 MULLIQ USING WWON-PROPERTIES ON §'O_w
6063-78 NDTES:
6063-TO 2X4 MULLION
4975 4m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
—240D— REQUIREMENT$OF THE FLORIDA BUILDING CODE IMUDING HIGH VaO-..
-fjn KMRIVINE ZONE QM).
ALL GLAZING PRODUCTS
ED=THESEMUUJONS MUST MEET THE
APPLICABLE fUIGZEF ,f,MEMS
Le WIND LOAD,WATER
INFILTRATION,FORCED ENTRY RESISTANCE.SAFEGUARDS ETC.
WOOD BUM BY OTHERS.
MUST BE ANCHORED PROPERLY TO TRANSFER e:t
WADS 10 INE snwcyUM
MILLION CLIP FOR I QX TUBES ANCHORS SHALL BE AS UM,SPACED AS SHOWN ON DETAILS.EMBEDMENT
TV WE MAVIM SKU
BE 81YOND WALL GDVMG(,UGGB,THE ETC). Zrc
6018% ANCHORING CONDITIONS OTHER THAN
THOSE SHOWN a,THESE DETAILS
ME NOT PART OF THIS APPROVAL
-JZ5A LOAD DURAIRON INCREASE 15 USED IN DESIGNOr ANORORS INTO WOW ONLY.
6489 1,700 MATERIALSINCLUDING BUT NOT LURED To ST METAL
S&EWS.THAT
MEET THE
L711 COME INTO CONTACT WITH DIM 0 "MILAR �gb"
REQUIREMENTS OF THE FLORIDA SM"CME,
Do 423 INSTRUCTIONS:
USE CHARM AND OWNS AS FOLLOWS.
2� 125
STEP I DETERMINE DESIGN LM REOUIRED PER ASCE 7
FOR P OPENING. ---g;r—
Ag� PRODUCTRFiVISM
L STEP USE DARE COUNTY APPROVED GLAZING PRODUCTS MEETING —.p1m"imIhfwd-
ABOVE LOAD REQUIREMENTS. rkt,670S2 B'did".120,
Lu STEP USE CORM M 10 MULLION AS PER PRODUCT �6N.A017-��
APPROVAL ECH '21 1146
USING GRAPHS ON SHEET 2 SELECT MULLION SUE WITH
SEP DESIGN=MORE THAN DESIGN LOAD SPECEMO
1.74 IZ IX w8.2757 N\� Po.
Sx Sx v IN STEP I ABOVE
MIN LION CL IP FOR 2Er1'TURE5 U
INS ANCHOR TYPES O
N SHEETS 4
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ON SHEET 3.S ECT A TYPE WITH RATING
6063-TB 8063-T6 MtLOADS
IN STEP I MOVE. 6heel of
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INCHES
MULLION LOAD CHART MULLION LOAD CHART o Nn
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o� 71 1/1 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED "
-- - VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
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TRIBNTART KOSN-SNLHES TiQBUTARY 4I0SN-ZtSNES TRZBU(AR5' KOTR-INCHED tRZBUTNiY KOTR•ITeA`EG
L EEE
CUP xomzow HBWoN NY ANCHOR CONDITION SHOWN HEREIN MAY COVER
ANmOlm 'ARCHORS pRCHE4 TB aE IxscleDEo LOCATIONS AT HEAD,SILL OR JAMB ENDS.
3H,PE ANCHOR LOAD CHARTS FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU S. ,4„$n
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) `�c N”'
VERTM �~PRODUCT r 3 ANCHORS'A'moUUoN $'
~`` APPLICABLE TO ANCHORS INTO 28Y WOOD BUCKS OR WOOD STRUCTURES e
b OR THRU IBY WOOD BUCKS INTO CONCRETE
cnvaNc OtAZDH: 3� !HoR I HORS•8, �uvAn AxvAB ' s
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PRODUCT PRODUCT PHo� ANCHORS`BH' A<ewtsT
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APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS Evncmem DsD / tI 8 5
CJ' OR THRU iSY WOOD DUCKS INTO MASONRY urAdrawlingw q $o.
M4ULLON SPA1! I Ay.HORS'BP ilan undaP�a6ii M95 13A
YtiDTH(W} _ +V2 APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS JUL
ULLARRANGEMENTS
NjjB 201�J
MOU MION A ANG MF ENTS 2 OR THRU IBY WOOD DUCKS INTO MASONRY sheet of 5
x
• 7(4'0 ULTRACON • 1
'.I/ANGLE a.1/4.0 UURACON NOTCH WOOD HOCK
.TO ACCDMODATE
2 x 2 X 1/O' :9••. 2 ALI lIxAN/a ••Z/NlGIE .CLW:ANGLE TO 14ASMW O m
ALUM ANGLE .'< 3
8 14 S.M:& 14 SATS. 2 AWM AN f'
2/ANGLE —— • 2/ANGLE •' a
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ANGLE
0 Js¢
-MULL10N MULLION
•
MULLION ---- LL6
-- ••CONCRETE O.R Q
16Y OR 20Y MASONRY BLOCKS 0
1.000 BUCK 1BY OR 20Y
MULWN MUUION WOOD sue
xx2zt/3• x222 1/e• h �
ALUM NNCfE PLAINT•W`'GLE MUWON 2 x 2%1/8• a $'
2-5/B•LONG 2-3/6•LONG ALUM ANGLE
• 4 3-3/6•LONG ,,tt
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1 1 2
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1 Im fGyl 03 M�
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___1____ __ _-_1____ • n
I
1.500 1.500 I • � U��
MAX. MAX I O
2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2'TUBE MULL tsoo E
LIAx.
2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS _
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR T'X2'TUBE MULL
g B
MUWON I i 3 SCREWS PER SIDE REQUIRED FOR o Y
4'&6"TUBE MULLIONS
2 x 2%1/e• 1 1
ALUM ANGLE I I
I I /-2 IAN
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2.000
i MON. ; ; OT ANGLES ARBLE Il
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s I .UL 2 B 20 eeueldrawing no.
uLTRAcoN M95-13A
sAeeL 4 Of 5
• 1%4ANGLE TMCON •�.1/4'o IATPACOtI NBTCR VOOD BUCK /L
MILLION cup-\ g. MUWON CUP 2/ANGLE ts
.TD ACCCHDBATE
•CLIP.ANGLE TO RASUNRY FtJ ry 3
MULLKIN CLIF GG�II
----- Q
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MUWON
•CONCRETE OR
RAWNW BIDCKS
'BY OR 2BY
1Y000 B IW OR 2BY
MUWON MUWON W006 BVCK
' a h
AIUWON a
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M �NMBLEE SILL SEE SHEET 1 FOR APPLICABLE MUWON CUP TO
OR TRIM 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MUWON CUPS Eng.dAm ARMAD PRODUCTRP.VISED
era es mmPlying.rilh the n.U.
LLl PE/:0593 ,jdi,,Code
• 1 . CAN. Sl8 Attepluna NolS•042d.Og tl B �•` �•
�.•�PRECABf�CONC••'n'. ^19 a•1 , Aivm" Pmducl droWing no.
.� I • 1/t'DLl ULTRACON
1-3/8'.EMBED M95-13A
JU 282015 sheet a.7o15
C-° A
Z so
08
n
ACCESS HOLE LE�:
/14X 1/2SOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. SEE CKAATFOR oUM1m1s TUBE MuuIONMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMAND TRANSFER THEM TO THE BUILDING STRUCTURE _-________ _-_____-__.__TYPICAL ANCHORS: BEE ELFT:row sPAcwc a o TYPE'A-1/4'DIA ULTRACON BV'ELCO'(N-177 KSL Fy"155 KS) TYPC 4 ______________ _____________
INTO 213Y WOOD BUCKS OR WOOD STRUCTURES r-- -T
N L
1-1/2'MIN.PENETRATION INTO WOOD j '
THRU 1BY BUCKS INTO CONCRETE Tim SCREW CAN� 1 �
/14 X O/4 AT SNS
1-1/4'MIN.EMBED INTO CONCRETE ��oNEM OmER 1 PER J4 AT 1X2&IX3 MVWON
1 2 PER TLP AT URGER MULLIONS a
TYPE'B'-1/4'DIA.ULTRACON 8Y'ELCO'(R,-171 KSL 11.KEI) i i Ci
DIRECTLY INTO CONCRETE � � � tri �
1-1/2'MIN.EMBED INTO CONCRETE L MULLION
1/8'THICK ALUM CHARNELt 1 1BY OR 2BY TUBES ted'
TYPE'EH'-1/4'DIA.ULTRACON BY'ELCO'(Fu-177 KSI,Fr-155 KSI) LENGTH TO FR SNUG 1 ; Z $W
INTO UULUON I
DIRECTLY INTO HOLLOW BLACKS i o qyN o
1-1/4'MIN.EMBED INTO MASONRY
N 7 n
THRU iBY RUCKS INTO MASONRY
1-1/4"MIN.EMBED INTO MASONRY ANCHORS DETAIL #1 z z z�n
TYPE'Br-,1/4"DIA.ULTRACON 8Y'ELCO'(FW-177 k51,ry"155 161) METAL TO METAL CONNCcnoN $i
DIRECTLY INTO FILLED BLOCKS
1-3/4'MIN.EMBED INTO MASONRY U o�
THRU 113Y BUCKS INTO MASONRY
1-1/4"MIN.EMBED INTO MASONRY
TYPICAL EDGE DISTANCE
INTO CONCREZE AND MASONRY m 2-1/2'MIN.
INTO
STRUCTURE 1"MIN.
INTO METAL STRUCTURE= 1/2'MIN.
WOOD AT HFAD,SILL OR JAMBS SO=0.55 MIN.
CONCRETE AT HEAD,SRL OR JAMBS 1'O-3000 PSI MIN.
C-BD HOLLOW/FILLED BLOCK AT JAMBS I'm-2000 PSI MRL
2 c
Enon JAYAO.WAD PPRODUCI'REVISED T g
CUL plying mill lha Finds 33
M PE 7x592 1N1dIia8Cede
' A—p- Na(5'Oa4go.Q$ - G
'mTonB�?D18
� nr
Mi Dada lhodatl CenO drawing no.
M95-13A
,J sheet 5W 5