HomeMy WebLinkAboutProduct Approval (5) MIAM IDADE MIAMI-DADE 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 T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wrvnv.miamidade.eov/economy
Eurotech Industries,Inc.
4201 NE 12 Terrace
Fort Lauderdale,FL 33334
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:Aluminum Outswing Entrance Door-LMI
APPROVAL DOCUMENT: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.,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 doors 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 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 at�thejob site at the request of the Building Official.
is NOA.revises NOA#14-0303.09consists of this page 1 and evidence page E-1 &E-2,as well as
approva ocumen men lone a ove.
The submitted documentation was reviewed by Jorge M.PIasencia,P.E.
NOA No. 15-0729.14
MIAMI-E COUNTY n Expiration Date: June 10,2019
Approval Date: March 3,2016
,UI'�b Page 1
Euroteeh Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
(Submitted under NOA No. 09-0310.15)
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 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-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,dtd
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/ASTME-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 (Clear 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
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.
G. OTHER
1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries, Inc.,for their Aluminum
Outs'wing Entrance Door-LMP', approved on 05/1/14 and expiring on 06/10/19.
2. Test proposal#07-3527 approved by BCCO.
(Submitted tinder NOA No. 09-0310.15)
Jorge M.Plaseneia,P.E.
Product Control Unit Supervisor
NOA No. 15-0729.14
Expiration Date: June 10,2019
Approval Date: March 3,2016
E-2
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i 1p-------------- (4)ANCHORS
42' AT MTG.STILE ENDS 3
j 7 II SEE SETfARATE NOA A 1 j FRAME WIDTH AT 3"O,C. 75 /4° -
i II FOR TR OM II I i FRAME WIDTH O
1 I� RATING A D DETAILS�j j 13"MAX. Z .15
HEAD/SILL DOOR HINGES 13'MAX, g"MAX, O FF m
r-- - -------_; I S'MAX. SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD SILL Z d
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O SEE SEPARATE NCA n �d a d !'I cO.L. OPG. u 29 ``•�OD.L.OPG. 0LUMINUM OUTSWING ENTRANCE DOOR L 9 1�DTH 36 3/8APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. LEAF WIDTH
ALSO SINGLE ANO DOUBLE COORS IN COMBINATION WITH SIDELITES � HORS
USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. .STILE ENDS 8 z o
ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN AT 3"O.C. °R e R
COMBINATION WITH TRANSOMS USING MIAMI
MULLION IN BETWEEN. -DADE COUNTY APPROVED
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LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION v 3
APPROVAL WILL APPLY TO ENTIRE SYSTEM. m
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c m a$
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY h°n E n e
HURRICANE ZONE (HVHZ). 3"0 0
1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY t o<m m o
TO TRANSFER LOADS TO THE STRUCTURE.
ANCHORS
---
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS b
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. £n9c JAVAO AHMAD i •P °
CML IR00UCT
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ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. FLA_PE N 70592 a ciimpglaA-fib�5.I°Nd Zr',
NOT PART OF THIS APPROVAL. CA.3538 En�cceprAnce No
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A LOAD DURATION INCREASE 4S USED 7N DESIGN OF ANCHORS INTO WOOD ONLY. Eapkmw 0vee,�
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. WT _=T
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ,y'loT _ droWing no.
r'Prodw.r:opyrr&1'
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04^O1
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
sheet�of 5
ITEM PART$ REBD. DESCRIPTION MATERIAL MANF./SUPPLER/REMARKS
1 ER006 AS REDD. DOOR FRAME 6063-T6 - �(��
2 ER012 AS REDD. DOOR LEAF 6063-T6 -
3 VZ1566 1/LEAF DOOR BASE BOARD 6063-T6 - Z 3
4 VZ-1483 1/DOOR FRAME SILL 6063-T6 - 0 F
5 - 1/DOOR SILL BASE 6063-T6 - (•••W
6 VZ-1481 AS REDD. ASTRAGAL STILE 6063-T6 - d Gj
7 VZ-1535 4/LEAF GLAZING BEAD 6063-T6 - O o O
8 2801 AS REDD. GLAZING GASKET EPDM OUROMETER 7535 SHORE A ajl
9 - 1 SHEAR CUP 6063-T6 - O LL
10 1001/50 7/CORNER CORNER KEY ALUMINUM MONTICELLO 0 t h
191 11 00600% 4/LEAF HINGES ALUMINUM GIESSE V O uWL M o
12 910 X 3/8" 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS d 7 Q
\\ \\ \\
Ju- _
13 - AS REDD. BULB WSTRIPPING - - OT�14 910 x 2" AS RE00. ASSEMBLY SCREWS - HN SELF GRILLING �I05 511-1/aFRAME ASSEMBLY SCREWS - SMS QZ Uf_o
Qw € J
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DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS
SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS o
090" Interlayer 100" Interlayer I
DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GLASS TYPE'A'OR'B' Kuraroy Bulacite PVB Kuroray SontryClus (� n
WI HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) By 'Kuroray Americo, Inc.' By'Kuroray America, Inc.' Z
O
2/6 75.0 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS o M m
3 6/8r75.0
0 85.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 W W W r7
3/6 0 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 z M
2 0 85.0 2/5 100.0 140.0 6/4 75.0 75.0 a N L,MJ
SILICONE F SILICONE _�'
3/0 7/0
85.0 3/0 7/0 100.0 140.0 5/0 75.0 75.0 �" W C] _
g/1 i m GE SCS 2800 i m CE SCS 2800 Z=�j m
3/6 85.0 3/3 100.0 140.0 6/4 75.0 75.0 m SILGLAZE II SILGLAZE!I z -N Q
2/6 Of
85.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR ,a ry p II�i 3 2 o
3/0 8/0 85.0 3/0 B/0 100.0 140.0 INSTALlAT10N5 WHERE WA7ER INFILTRATION ca 8 i , v g IWw WRESISTANCE IS NOT REQUIRED.3/6 85.0 3/3 700.0 140.0 it,� 4 h O ~Z In
LIMIT EXTERIOR(+)LOADS TO 48 PSF n it ' 8 g rn
DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER
WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE 15 REQUIRED. �! ¢ W
IS REQUIRED. IS REQUIRED.
LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS:
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT AME LEAF, GLASS TYPE 'A' GLASS TYPE IBS
36"FROM BOTTOM, KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART 502181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT
EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH (4) 910 X 1-1/2"SMS. TOP AND BOTTOM OF ACTIVE LEAF PART 502181 GLAZING OPTIONS
STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH (4) 58 X 1-1/2"SMS. o a
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
v
ATTACHED WITH (2) 58 X 3/4'SMS AND THUMB TURN ON INTERIOR. 36"FROM BOTTOM, KEY OPERATED ON EXTERIOR `<
STRIKE PLATE AND THUMB TURN ON INTERIOR.
HINGES SINGLE DOORS: 1-1/4"X 1/4"X 16-1/4"LONG U
7W0-HANDED COMB HING ATTACHED WITH(2) 58 X 3/4" SMS INACTIVE LFAF NOTE:
12
EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT GLASS CAPACITIES ON THIS SHEET ARE m o e
BY'GIESSE' HINGES SINGT.E DOORS: 5 BASED ON ASTM E1300-09 (3 SEC, GUSTS) ° o
TOP AND BOTTOM OF INACTIVE LEAF PART 02168
(5)PER LEAF TWO-HANDED COMB HING ATTACHED WITH(4) 98 X 1-1/2" SMS. AND FLORIDA BUILDING COMMISSION '` o
AT 5', 12`, 35", 63-1/2"AND DECLARATORY STATEMENT DCA05-DEC-219 c
92-1/2"FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 O
BY'GIESSE' HINGES DOUBLE DOORS:
(7)PER LEAF AT 7/0 AND 8/0 DOORS TWO-HANDED COMB HING i AT 3', 9'AND 26-3/8"FROM Eng,:JAVAD AHMAD pNODUCT KV.V1YxD ,n e
TOP AND BOTTOM, ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 CML
BY GIESSE' FLA PE p 70592 uCM1111POIaK wMA elle Pia+16 n
(6) PER LEAF AT 6/8 DOORS (5)PER LEAF CAM.3538 Ile Oi,IgCd,
AT 3",9"AND 26-3/8" FROM 4eccplAncrNe IS"Q q.l
AT 6", 12", 35", 63-1/2"AND y
TOP AND BOTTOM 92-1/2"FROM TOP OF DOOR F"elnr"I"'0 FJe1r 4015
L7- O
(� lAfcta Da, uel ro.+a drawing no.
NOTE;TOP AND BOTTOM FLUSH BOLTS MUST BE I W04-011
ENGAGED DURING PERIODS OF HURRICANE WARNING.
sheet 2of 5
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1BY TYPICAL ANCHORS w ��
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7 SEE SEPARATE NOA TRANSFER THEM TO THE BUILDING STRUCTURE. o
I'I 2 II �1 FOR TRANSO�
�F i RATING AND(DETAILS TYPICAL ANCHORS: SEE ELEV. FOR SPACING o
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n u ,r ; 3 �I 1 4" DIA. ULTRACON BY C ' =177 KSI, Fy=155 KSI) U
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ri 1i li it INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o ^a
1-1/2° MIN. P D JAMBS)
RU 18Y BUCKS INTO CONC. OR MASONRY
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p ,'i O II II 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS ~z M
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o F 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 =
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w W ,' APPROVED MULLION =O F Z�<
SEE SEPARATE NOA
414 SMS OR SELF DRILLING SCREWS (GRADE 2 cas) a g o;
TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 0
13 SEE ELEV. FOR SPACING Q W�ri
INTO METAL STRUCTURES 0
STEEL : 1/e" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
p TYPICAL EDGE DISTANCE o S
7 INTO CONCRETE AND MASONRY = 2-1/2" MIN.
„
INTO WOOD STRUCTURE = 1" MIN.
ye x 1/2'SMS INTO METAL STRUCTURE = 3/4" MIN. a a 3
3"FROM ENDS
AND 10"O.C.MAX. WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
3 CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN.
D (a) Al2 X t'SMS C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. o o N
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AT 2°O.C. MAX. g g
O2 AT CENTER OF SILL SEALANTS: .�o<m u o
B a ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH
Q REOD.AT ADSEL OR TEKNA 50729 SEALANTS.
9 5 DOUBLE(XX) DOORS N
En JAVAD AHMAD 9 _
ONLY 9rCML 1'HUI)UCr NY.V1YrD T
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