HomeMy WebLinkAboutProduct Approval (3) ST.JLila OUNTY KULNG DrMION
REVIEWED FOR%YLIANCE
REVIEWED 11Y
DATE
MIAMF PLANS AN&PERSHT MUISTBE XTPt ON JOB
OR No INSPECTION WILL BE MADE. MIAMI-DADE COUNTY
ry-Akam PRODUCT CONTROL SECTION
DEPARTMENT OP REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(136)31572599
NOTICE OF ACCEPTANCE I _X
(NOA) www.rnhvmidade.gav1ecoflLw
CGI WindowsA Doors
10100 NW 25ffi Street
Miami,FL 33172.
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of const,uction
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(AIU).
This T46A shall not be valid after the expiration date stated below.The,Miami-Dade County Product Control
Section(In Miami Dade County)and/or the AIU(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.
01 M,
DESCRIPTION: A50�ARA�74
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 Alimad,,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 NIPACT 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: "Aami-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 th*0 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 B-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
C
MIAMI-�DAUECOUZNW NOA No.15-0420.08
Expiration Date: March 28,2018
Approval Date:August 13.2015
Page I
CGI Windows&Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 NDA No. 95-0929.39)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51b
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 PPM21P.E.
Product ControlV- 420.08
iner
NOA No.
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" 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 1.Abraham,P.E.
(Submitter)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.
Manue Per .E.
Product Control E an I
NOA No.15- 20.08
Expiration Date: March 28,2018
Approval Date:August 13.2015
E-2
IA00 .25U'TYP. {�u
F� 25 1Y HOLE (!9
?S O.125 2000
zoD,
L 3.
4.DO �_TYPICPL y
GLAZING PRODUCT 4oG g
J. S,
�1 Q
Ix=.332 W\A X4'0• 1.0I0D 0 n
SX=.332 W\3 CLIP ANGLE
6003-T6 a C�Q
1X2 MULLION 1Y Q0 E��iQ
I--2000--y-1.125 6100 4 0 EEo
.063-76 I I
1100-I�.lu 2000 3100 MO
I 3' L3>>
' �L � e10,•
2000
.125
4.000 'W' DIMENSION `a
Go90 ,125 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
I MUWON 'w-IN• HORIZONTAL OR VERTICAL a'
L 2 688 SEE WI I.OR DOOR APPROVPL FOR FASTENERS SRES AND SPACING o
Y 2.688
6L L__j ' 5.680 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. O yj
AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED N w
IMPACT AND NON-IMPACT RESISTANT PRODUCTS.
.9502 W\1 O j dl N qo.
S..•6�W\U Ix=2.9762 OAA 6 N
S.=1.4881 IN\3 Jl5 N�
1X3 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS o �
6063-76 2X4 MULLION USING MULLION PROPERTIES ONLY o,El
3 0=
fi063-T6 NOTES. .,8 0�
4875 325 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE
F'-2A00� 325 REQUIREMENTS OF THE FLORDA BURDING CODE INCLUDING WON VELOCITY 0
I I HURRICANE ZONE(N K).
L ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS It:WIND LOAD,WATER
IN -
FILTRATION.FORCED ENTRY RESISTANCE.SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER o.
IADO-( LOADS TO THE STRUCTURE r'g
-125
MULLION CLLP FOR 1 BY TUBES ANCHORS SFMLL BE AS LSIED•SPACED M SHOWN ON DETNLS.EMBEDMENT
C01-383 TO BASE MATE11l4L SHALL BE BEYOND WALL COVERING(STUCCO,IDE EEG). a
6063-TG ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THEME DETAILS
ME NOT PART OF TIES APPROVAL
M25 6.000 A LOAD DURATION NIMME 15 USED IN DESIGN OF ANCHORS RFTO WOOD ONLY.
1.700 MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT ••
325 COME INTO CONTACT MRN OTHER DW"MATERUL4.SHALL NEST THE o o F->)D
4.000 INSTRUCTIONS, REQURENENIS OF THE FLORIDA BIDG.CODE N
USE CROATS MO GRAPHS M FOLLGASe p
2100
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER MCE 7 q.
L FOR PARTIGUWI OPENING. PW�UCf REVLSED L
STEP 2 USE DME COUNTY APPROVED GLAZING-PRODUCTS MEETING Eelc UgIyyAHMAD piling nlW We T7mid� N A
LUABOVE LOAD REG
RA [�7�O�S92 Btilding Oodt =
STEP 3 USE COHNECRON TO MULLION AS PER PRODUCT ••**� Aa'epmwNa I' 2O.OB B >,•� E.
1.000 APPROVAL 1
Ix=2.0374 RAA USING CILIPX$ON SHEET 2 SELECT MULLION SDE WITH 9
Sx m 1.0187 xA3 Ix=8.2757 CY\4 STEP 4 DESIGN RA72 MORE THAN DESIGN LOAD SPECIFIED B7
SX=2.7586 M\3 IN SEEP 1 ABOYE. JU 2UI5 Miran PT4Wrt1 dmWing nD.
MULLION IP FOR Bl'TUB c USNG ANCHOR TYPES ON SHEER 4&5,AND ANCHOR GRAPHS M95-131
1X4 MULLION 2X6 MULLION STEP 5 ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING
C0h395 MORE THIN THE DESIGN LOOS SPECIFIED IN STEP 1 ABOVE.
e08}TB 6063-T6 8063-i6 6heeL Of 5
m MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART {�V
�-l'w2-wl/B- Sw3x1/B PLUM.TUBE Ix4x1/0 ALUM.LUBE 1!� J A
N0 STEEL LGIlx2 N0 STEEL LGZlx3 ND STEEL CCI10 6Y
NUVEIWN 9/
Z
MDUCfO PRODUCT
_ 50-E e- {{{yGGG 3q
2. 3e /B•Ka SF W �pu 0
c aP e.a pa¢<yy
mm. 0190E PECTM6VI/A SMaPE dO�
3 H
m y m 70W&W DN
UUUU 6 B- 5E
_ w~ `GLAZING
]d•/4' 6 PROWCT
B• B-
m -- ,K-4jzsl-H GLAZINGGIAIING 3 m
PRODUCE PROWCT
l 0 vt C3
m20 26 39 36 49 46 60 65 69 65 ]0 75 30 06 m20 25 30A 35 49 d6 60 65 60 65 ]B 'F BD 65 m20 M 39 35 40 45 60 65 60 66 ]0 ]6 80 BS �IbN eZ{N N o
TRIBUTARY YIBTH-INCHES TRZBUTMY MOTH-IMWES TRIBUTARY MOTH-MN s
MULLION LOAD CHART MULLION LOAD CHART TYPICAL MULLION AR ANc AIFNiS 031
`✓ 2x4w1/B ALUM.TUBE 2x6x1/B ALUM.TUBE Z 0 Z
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66 _ WIDTH(W)
o-
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t �
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H ti3 �mB_SS
�� ]t 1/4 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o o W w m
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
10e
PR<ODUcrlecvIsm
BO M E )0592 PISina with 9e 1Io104 3
llWlding Code
An�y�3nttNo16-042O.08
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96'MUL � b
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TPIBUTMY TROTH-INCHES TRISUrARY MOW-JN H sheet Q of§
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HmzowAL wjUJDN ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
ANmp HM CUFmaim Alzm To Be ILOCATIONS AT HEAD,SILL OR JAMB ENDS
�Bw
mcE RECfaHDUWt sHvE ANCHOR LOAD CHARTS FOR ANCHORS DESCRIPTION SEE SHEETS 4'INRU 5. Wgmm
(INTERPOLATION BETWEEN WIDTH OR SPANS ALLOWED)
VERTICAL PRODUCTANCHORS UCKS OR WOOD STRUCTURES
APPLICABLE To ANCHORS INTO 28Y WOOD 8
muLLm OR 7HRU TBT WOOD BUCKS INTO CONCRETE
3
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GLAZNG oDGVISED era
PRoDw UCA13LE TO ANCHORS INTO CONCRETE mmmNrMsTY.4t1Amift Flw m A BI
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ANCHORS'BH'
PROOCT Am, ayHG DRB
1 CUP APPLICABLE To ANCHORS DIRECTLY TO HOLLOW BLOCKS
DR THRU!BY WOOD BUCKS INTO MASONRY gy 1 drawing $o.
w UULUOrl SPAN ANCHORS'BF M95-13A
ED-(1APPUCABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS
TYPICAL MULLION ARRANGEMENTS
R THRU IBY WOOD BUCKS INTO MASONRY
1)- sheat ot_5
• i/4'�ULTMCON
'•I/' LE •a.1/4'0 UITMLON NOTCN'WOOD BUCK
.TD ACCOMODATE
2 x 2%i/D' :9••. 2 AxW2MxAN/a- �'�ANGLE .CLIP:ANGLE TO MASONRY
ALUM ANGLE • 3
8 14 S.M.S . 14 S.M.S. _—�� 2 ALUM ANGLE L• 5
2/ANGLE — 91
2/ANGLE �� ¢
a FEVju y
g 3/ANGLE. N�
• $s •1/4'0 ULTRACON G G n
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cf
0:13 m
-MUUJDN MULLION Ti
MUWON
••CONCRETE OR Q Izil ii
IBY OR tar ((� N,V�ONRf BLOCKS
WOOD C UTr OR 21TY ,JIT\N��-
MULNON MUWON WOOD SUCK i `•
2%2 X 1/8" 2%2 X 1/B' '
AWM ANGLE ALUM ANGLE
2-5/B'LONG 2-9/B"LONG MULLION 2 Ax1UNxAryCLE .ri
• a J-S/B'LONG 0 N
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2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL lsoo €
MAIL •8883
2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS € ¢B
CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL N
Cg B
MUWON I I 3 SCREWS PER SIDE REQUIRED FOR a
I €
4"&6"TUBE MULLIONS
ALU4 ANGLE I I
/14 S.M.S.
c mp =
Y
------------ I 2/ANGLE A m.f n a
2.000
jl MRL 1 1 2'�m wwm
1 I NOTCH ANGLES TO
I I j MISS MARBLE SRL
8 I I OR TRIM
r.JAYAD AXMAD PRO�UCl REVISf:Ti
M. �%To592 D1yin8 niW UrcFbrFdo
)538 BuOding Code
A«cptaue No�Jr"0�9d1 Q$
.. �clion Dale ?D78
"•PRECAST LONC'.: H "I •. IkodnY drawm9 no.
.$Rl.e'.. .• 1/4�DKE ULTRACON •U�2 B ZQ
! M95-13A
Gh-- 4-=f5
11W �l
1� �1/ 114'0ULTRICONNBTCH VDIRI eUCI( 'j•" MUWON CUP R/ANLETO ACC�OATE.CLIP"A E ill NASOKKY
ts
MULLION CLIP AL__—_ :. ri � .w. �%/ CSN.E1eBEDdza�ANGLE $ G° o YULUONMUWONCONCRETE ORNASONRY BLOCKSR 3Hi 1ltt OR 2BfBVGKWOOD BUCK
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1 1
1 I
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1
I 1
VfNOTCH UPS O F
MW MARBLE SU SEE SHEET I FOR APPLICABLE MULLION CUP TO
on TRu/ TBY OR 2BY TUBE MULLIONS
AND FOR FABRICATION OPTIONS OF MULLION CLIPSFngr..Yuen ellwD PRODUCTREVISEO
WY�B•rilhme Flmld4 S C
0.i
PL`PC!10.592 galdmB Code
1. f '7518 AccePlona NloeB y
::::•:::::': •' ..•d.. •'. 6ryiMion lh ul tl
' .
•�PA&Ak C.N. •� '•1 , M ado Pmducl drawingv no.
8 • 1/4'DIA.ULTRACON
•. ;
1i3/8'MIN.EMBED M95-13A
JU 2✓12015 Bneet 4.to�5
2
0� 3
o
ACCESS NOTE G 4
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. SFE C4114X81ouJA
ANSMES TUBE UUDION C1 c ~
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM C2�A
AND TRANSFER THEM TO THE BUILDING STRUCTURE C u<p
ANCHOR I N0.OP I
TYPICAL ANCHORS: SEE ELLv.FOR SPACING Is
CRDvs y Z o
.( y:
TYPE'A'-1/4'DIA ULTRACDN BY'ELCO'(F-177 KS,Fy"155 KS) IRPL C 4 a yy
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r-_ _T Q, a
1-1/2'MIN.PENETRATION INTO WOOD �--�
THRU 18Y BUCKS INTO CONCRETE THIS scREw EJv ee i 1 B14%3/4 BR sus
1-1/4"MIN.EMBED INTO CONCRETE °STA�w E'ME' I 1 PER CUP AT In A 1x7 MVILON
DIRECRON ' I 2 PER CUP AT LARGDR IWWONS a
TYPE'B'—1/4'DIA.ULTRACDN BY'ELCO'(FU-177 KSI.fy�.155 KS) I n
tj
DIRECTLY INTO CONCRETE
1-1/2'MIN.EMBED INFO CONCRETE I 1 1tUttaN o .S
1/8r THICK ALUM CHANNEL
TYPE'SH'—1ULTRACDN BY'ELCO'(Fu�177 KSL h"155 I�0 LENCIH TO FR SNUG-
D=, I 1 tEY OR gBY TIKES N W
INTO HOLLOW BLACKS WIG WwON I i
1-1/4'MIN.EMBED INTO MASONRY
N�
THRU 1BY BUCKS INTO MASONRY
1-1/4"MIN.EMBED INTO MASONRY ANCHORS DETAIL #1 z $z�
TYPE'BF'—1/4"DIA.ULTRACDN BY'ElCO'(iL�t77 KSI.h^155 KS) NETAL TO METAL CONNE00N
DIRECTLY INTO FlLLED BLOCKS
1-3/4'MIN.EMBED INTO MASONRY
THRU 1BY BUCKS INTO MASONRY
1-1/4'MIN.EMBED INTO MASONRY =
TYPICAL EDCE DISTANCE
INiO CONCRETE AND MASONRY-2-1/2"MIN. `o u
INTOWOOD STRUCTURE= 1"MIN.
INTO METAL STRUCTURE= 1/2'MIN. 6
WOOD AT HEAD,SILL OR JAMBS SO=0.55 MIN. °'o
CONCRETE AT HEAD,SILL OR JAMBS I'G-3000 PSI MIN,
C-00 HOLLOW/FILLED BLOCK AT JAMBS I'm-2000 PSI MIN.
`o_ogry��
E0
Ea9�4AANYAD PRODUCE REVISED R Q
M 71592 Plyiap mlhlha H.U. S a3
11oIdt Cade
Aatryleoa No 15-o44.0.OS — YY
BryireVon DamT7j3Yr en 18 < g 2
1 B7
/ Mi DadeProdunC Browing no.
(� M95-13A
J sheet 5 of 5