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MIAMI-DADS MIAMI DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION i T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy
Eurotech Industries,Inc.
4201 NE 12 Terrace
Fort Lauderdale,FL 333.34
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 MiaTi-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. I*
ititswing
DESCRIPTION:Aluminum Outswing Entrance Door-LMI i
APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum Entrance Door",sheets
1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AUFarooq 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.
MISSILE IMPACT RATING:Large and Small Missile Impact
Limitations:
1. See Design Pressure capacity Single doors VS glazing types and double door)Vs water ratings in sheet 2.
2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate
approvals), lower design rating shall apply and such installation to be reviewed&approved by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series
and following statement: "Miami-Dade County Product Control Approved",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 NIA 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 ofthe 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#14-0303.09 and consists of this page 1 and evidence page E-1 &E-2,as well as
approval document mentioned above. ;I
The submitted documentation was reviewed by Jorge M.PIasencia,P.E.
NOA No. 15-0729.14
MIAMbDAD,COUNTY Expiration Date: June 10,2019
Approval Date: March 3,201.6
Page 1
'V`
Eurotech Industries,Inc.
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I
1. Manufacturer's die drawings and sections
(Submitted under NOA No. 09-0310.1 S)
2. Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door", sheets 1 through
5 of 5, dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test per FBC,TAS 202-94
4)Forced Entry Test,per FBC 24113.2.1,and TAS 202-94
5)Large Missile Impact Test per FBC,TAS;201-94
6) Cyclic Wind Pressure Loading per FBC, T( AS 203-94
along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering
Testing Inc., Test Report No(s). HETI-08-2021, 08-2022, 08-2023 and 08-2024,all dated
03/15/08,signed and sealed by Candido Font,P.E.
(Submitted under NOA No. 09-0310.15)
2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202;-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94
5) Large Missile Impact Test per FBC,TAS 201-94
6)Cyclic Wind Pressure Loading per FBC,,TAS 203-94
along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering
Testing Inc.,Test Report No(s).HETI- 03-1882, 08-1889,08-18890 and 08-2024,dated 01/15/04
thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda, P.E.
(Submitted under NOA No. 08-050710)
3. Tensile Test prepared by Hurricane Engineering&Testing,Test No. HETI-04-T100, did
01/29/04,tested per ASTM E8-01, signed&sealed by Rafael.,E. Droz-Seda,P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis, dated 07/23/15,'prepared by Al-Farooq Corp.,
signed and sealed by Javad Ahmad,P.E.
2. Glazing complies w/ASTMS-1300-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their"Sentry Glas
OO (CIear and White)Glass Interlayer", expiring on 07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Inc. for their`Butacite
PVB Interlayer",expiring on 12/11/16.
Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 15,-0729.14
Expiration Date: June 10,2019
Approval Date: March 3,2016
E-1
i it
Eurotech Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE.SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 &no financial interests,prepared by Al Farooq
Corporation, dated 07/23/15, signed and sealed by Javad Ahmad,P.E.
2. Lab compliance as part of the above referenced test report. f
i
G. OTHER
1. Notice of Acceptance No. 14-0303.09, issued to Euortech Industries, Inc.,for their Aluminum
Outswing Entrance Door-LMP', approved on 05/1/14 and expiring on 06/10/19.
2. Test proposal#07-3527 approved by BCCO.
(Submitted under NOA No. 09-0310.15)
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Jorge M.Plasencia,P.E.
Product Control Unit Supervisor
NOA No. 15-0729.14
Expiration Date::June'10,2019
Approval Date: March 3,2016
E-2
(4)ANCHORS V
42' - AT MTG.STILE ENDS 75 3/4' o
114 II I I AT 3'O.C. FRAME WIDTHa -
I II SEE SE(f TE NOA II I I FRAME WIDTH o
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I RATING A 0 DETAILS III DOOR HINGES 13'MAX. 5'MAX. O w
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11 I I HEAD/SILL
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I I -- ---------- I I HEAD/SILL q MAY BE USED & CAPACITY aO 6 0
CORNERS �` „I V
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FOR QUANTITIES SEE SHEET 21mw MIAMI-DARE COUNTY mw N g y�
& CAPACITY 31 3/4' n APPROVED MULUON 29' 29' O ¢ `F r
_ 0 SEE SEPARATE NOA
D.L. OPG. O.L_OPG. D.L. OPG. 0
M M
ALUMI UM OUTSTYING ENTRAl`]CE DOOR 39 1/8' 36 3/6' 36 3/6'
LEAF WIDTH LEAF WIDTH LEAF WIDTH
APPROVAL APP BLE (XX) LEAF DOORS. TYPICAL ELEVATIONS 3 ♦r
ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES (3)ANCHORS
USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. AAT Arte.C. ENDS
AT J'O.C. 'dao
ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN
COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED 0
MULLION IN BETWEEN. v a a a
LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULUON
APPROVAL WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
URRICANE ZONE (HVHZ). 0,m n o
1BY OR 2BY OPERLY o
TO TRANSFER LOADS TO THE STRUCTURE.
8
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Engr J"CMLA"� PHUOUCT�'ryyth'p B
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
SHUTTERS ARE NOT REQUIRED. FIA PE A 70392 ' o--PIA-9vilh rheVfol{d4 6
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A. .30536 4i!t
NOT PART OF THIS APPROVALR�L�A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Pp7o1ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. '�� 015 _ drewloMATERIALS INCLUDNG BUT NOT LIMITED TO STEEL/KETAL SCREWS,THAT a
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ,ro�-01
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
sheet 1 of 5
ITEM 6 PART REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS
• I ER006 AS REDD. ODOR FRAME 6053-T6
2 ER012 AS ROOD. DOOR LEAF 6063-T6- - -
3 VZI556 1/LEAF DOOR BASE BOARD 6063-T6 - Z
3
4 VZ-1483 1/DOOR FRAME SILL 6083-T6 - G W Z
5 - 1/DOOR SILL BASE - 6063-T6 -
6 VZ-1481 AS REDD. ASTRAGAL SALE 6063-T6 - do
(�
7 VZ-1535 4/LEAF GLAZING BEAD 6063-T6 - Q U
B 2801 AS READ. GLAZING GASKET EPDM DUROMETER 75±5 SHORE A Q,C
/ \ 9 - 1 SHEAR CUP 6063-T6
10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO r
�. 11 00600X 4/LEAF HINGES ALUMINUM GIESSE M
12 #10 X 3/8 4/HINGE HINGE INSTALLATION SCREWS - PH MACHME SCREWS o��Q H
13 - AS READ. BULB WSTRIPPING - - O
\ O�h0
14 #10>t 2' AS RE00. ASSEMBLY SCREWS - HH SELF GRILLING Q,' g
15 1012 X 1-1/41 1 FRAME ASSEMBLY SCREWS ISMS LL a
O
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D CLASS _ n
SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS090o
' IntaNOyar 100'Interlayer � I
DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE'R' DOOR SIZE GLASS TYPE'A'OR'B' Kuraray Bulacite PV8 Kuraray SentryOlas V
WIDTH HEIGHT EXT. (-) WIDTH HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) By 'Kuraray America, Inc.' By'Kuraray America, Inc,' K Z ua
0
2/6 75.0 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16'HEAT STREN'0 GIA55 3/16'HEAT STREN'0 GLASS o In
3/O 6/8 75.0 85.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 W W U M
3/6 75. 5.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 ulM
2/6 75.0 85.0 2/6 100.0 140.0 6/4 75.0 75.0 p; 0:
F SILICONE SILICONE =P"
3/0 7/0 75.0 85.0 3/0 7/0 100.0 140.0 5/0 8/1 75.0 75.0 ' �'' A n
z m GE SCS 2800 z m GE SCS 2800 Z 4j m
3/6 75.0 85.0 3/3 100.0 140.0 6/4 1 1 75.0 1 75.0 2 SILGLAZE II SILGLAZE II z N m
2/6 75.0 85.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR li ry is i' ti = C3
3/0 8/0 75.0 85.0 3/0 B/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION <1 8 i �i B t- Laj
RESISTANCE IS NOT REQUIRED. II'I II II O W D N
3/6 75,0 85.0 3/3 100.0 140.0 ~Z 7 p
LIMB EXTERIOR(4)LOADS TO 48 PSF 0 g
DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER i� =I
WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE IS REQUIRED. ,I 4 W"t
IS REQUIRED. IS REQUIRED.
TOCKS SINGLE DOORS: LOCKS SINGIE DOORS' LOCKS DOUBLE DOORS:
LASS TYPE 'A' GLASS TYPE 'Br
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LEAF:
36"FROM BOTTOM, KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART#02181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ,NG OPTIONS _
EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH(4) #10 X 1-1/2"SMS. TOP AND BOTTOM OF ACTIVE LEAF PART#02181 o
STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH (4) #8 X 1-1/2'SMS.
1-1/4"X 1/4"X 16-1/4' LONG 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE
ATTACHED WITH (2) #8 X 3/4' SMS AND THUMB TURN ON INTERIOR. 36"FROM BOTTOM, KEY OPERATED ON EXTERIOR
STRIKE PLATE AND THUMB TURN ON INTERIOR. u
HINGES SINGLE DOORS: 1-t/4"X 1/4"X 16-1/4' LONG
ATTACHED WITH(2) 18 X 3/4"SMS INACTIVE LFAF NOTE:
TWO-HANDED COMB HING GLASS CAPACITIES ON THIS SHEET ARE
EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT BASED ON ASTM E1300-09 (3 SEC. GUSTS)
DO-QB-S' 70P'GIESSE' HINGES SINGLE DO-QB-S' 70P MND BOTTOM OF INACTIVE LEAF PART 002168
(5) PER LEAF ATTACHED WITH (4) #8 X 1-1/2" SMS. AND FLORIDA BUILDING COMMISSION ` 0.m.o
AT 6", le,35",63-1/2"AND 1X0-HANDED COMB HING c
EXTRUDED ALUMINUM BRIDGE 2 DECLARATORY STATEMENT DCA05-DEC-219 0
92-1/2'FROM TOP OF DOOR BY'GIESSE' HINGES DOUBLE DOORS:
(7) PER LEAF AT 7/0 AND 8/0 DOORS 1W0-HANDED COMB HING -
AT 3', 9'AND 26-3/8"FROM Engr:JAVAD AN D Y1I000CT R�'V18kD I n
TOP AND BOTTOM.ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 CML 'as Noutllylog wlH rh
BY'GIESSE' RA PE y 70592 17ad&
(6) PER LEAF AT 6/8 DOORS 5 PER LEAF CA.N.3538 AuId1oR r o n n
AT 3",9"AND 26-3/8'FROM () 4cccpinnre NO IS-J q.ly
TOP AND BOTTOM AT 6", 12', 35',63-1/2'AND Eupiruliou Dun AOIq ''I
92-1/2'FROM TOP OF DOOR O
JL4Jli&
L1
t 6 Browing no.
NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE W04-01
ENGAGED DURING PERIODS OF HURRICANE WARNING.
sheet 2af 5
- _ 1BY TYPICAL ANCHORS 7ypICAI,ANCHORS
SEE ELEVATIONS w SEE ELEVATIONS of
TYPICAL ANCHORS WOOD BUCK - METAL
SEE ELEVATIONS FOR SPACING STRUCTURE o
w FOR SPACING
FOR SPACING <
EDGE OI 3 o EDGE DIST. f.fil Sk
e EOCE DST. NOo 1 J F1 O
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2TANCHORS LLZW_-2
—ACCESS'HOLES ---- -- -- ----- -- -- _ _ LEVATIONS__ N C'
"ITH PLUGS FOR SPACING WOOD BUCKS-AND-METAL-STRUCTURE-NOT-BY-EUROTECH= 75j -d - -
- - -MUST SUSTAIN-LOADS IMPOSED BY GLAZING SYSTEM-AND
7 I�j v II SEE SEPARATE NOA TRANSFER THEM TO THE BUILDING STRUCTURE. O
II IID 2 �I IJP FOR TRA
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•� IL _ J RATING AND ETAILS
I I ICZS-=S 711j
JX DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy-155 KSI) U
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n u ii -1' I� HRU 18Y BUCKS INTO CONC. OR MASONRY Z Imo-§rMi
1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z (n g
P; ,',' G 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS 'O
y _ -n
a I''------ ----------I) DIRECT - m
IE o EW+ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 = n
= F +� 13 ❑ MIAMI-DARE couNTr 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W wo
APPROVED MULLION
SEE SEPARATE NOA
d14 SMS OR SELF DRILLING SCREWS (cRaDE 2 cas)
x
TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 7 N
I I' 13 SEE ELEV. FOR SPACING < W-t ri
INTO METAL STRUCTURES
I'II STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.)
�I:I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
1 II (STEEL IN CONTACTWITH ALUMINUM TO BE PLATED OR PAINTED)
7 �. 2
II'I D TYPICAL EDGE DISTANCE S o 9 p
II C - n R
7 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 4 r
INTO WOOD STRUCTURE - 1" MIN.
dB X 1/2'SMS INTO METAL STRUCTURE - 3/4" MIN. b a
3'FROM ENDS -
AND 10'O.C. MAX. WOOD A x 5 MIN.
s CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN, o m
(4) N12 X 1'SMS 0 o n
AT 2"O.C. MAX. Wig$c
2 AT CENTER OF SILL SEALANTS: •�<<m u o
4 ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH
t3 REOD.AT ADSEL OR TEKNA 50729 SEALANTS.
9 5 DOUBLE(XX)DOORS gi ONLY E"gn JAAU AHM•1O rNUnUCf NY.VIY.D F c
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TYPICAL ANCHORS \y
SEE ELEV.FOR SPACING sheet 3 of=5
1/4"MAX. Z
SHIM SPACE 1/4•MAX Imo-
7d.
1/4' MAX.'• SHIM I �,'2 1
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SHIM •" (n\ METAL
(2) 98 X 3/4' O STRUCTURE
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TYPICAL ANCHORS OR
SEE ELEV. W000 STRUCT E Q;•j n
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3.177 2.021 W
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Os SILL BASE
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