HomeMy WebLinkAboutNOA; Series 850 Glass & Aluminium Sectional Garage Door' Ap
M 1®�E MIA I DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
Pi www.miamidade.gov/economy
NOTICE OF ACCEPTANCE (NOA)
y Eco Window Systems, LLC
8502 NW 80'° Street
Medley, FL 33166
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: Series 850 Glass & Aluminum Sectional Garage Door
APPROVAL DOCUMENT: Drawing No. 17-09, titled "Series 850 Alum/ Glass Sectional Garage
Door (L.M.I.)",. sheets 1 through 7 of 7, dated 02/23/17, with revision B dated 01/18/2018, prepared by Al-
Farooq Corporation, signed and 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: A permanent label with the manufacturer's name or logo, manufacturing address, model/
series number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards,
and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's
side track, bottom angle, or inner surface of a panel.
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 removPJPOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Da Florida, and
followed by the expiration date may be displayed in advertising literature. If any porti nisi OA is
displayed, then it shall be done in its entirety. v k
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 # 17-0306.01 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 Carlos M. Utrera, P.E.
NOA No. 18-0129.14
' Miar�ananE CouNTY Expiration Date: May 18, 2022
Ap oval e: it 19, 2018
_ /pq/Ole Pagel
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CH PREiTTE IN -A ZO
AR 0016279
2828 N 38 TH AVE
HOLLYWOOIJ .FL 33021
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS "Submitted under NOA # 17-0306.01 "
1. Manufacturer's die drawings and sections.
2. Drawing No. 17-09, titled "Series 850 Alum/ Glass Sectional Garage Door (L.M.I.)",
sheets 1 through 7 of 7, dated 02/23/17, prepared by Al-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 17-0306.01"
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 12'-0"x 8', Series 850
aluminum/glass sectional garage door, prepared by ;Fenestration Testing Laboratory,
Inc., Test Report No. FTL-9177, dated 02/17/17, signed and sealed by Idahnis Ortega,
P.E.
C. CALCULATIONS "Submitted under NOA # 17-0306.01 "
1. Anchor verification calculations and structural analysis, complying with FBC 5th
edition (2014), dated 02/21/17, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
'- E. MATERIAL CERTIFICATIONS "Submitted under NOA # 17-0306.01"
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayer" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS "Submitted under NOA # 17-0306.01 "
1. Statement letter of conformance, complying
with FBC 5th Edition (2014), and of no
financial interest, dated 02/21/17, prepared
by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E
2. Test proposal # 16-1515, approved by RER.
G. OTHERS
1. None.
011J ZoJB
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.18-0129.14
Expiration Date: May 18, 2022
Approval Date: April 19, 2018
E-1
Eco Window Systems, LLC
01 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 17-09, titled "Series 850 Alum/ Glass Sectional Garage Door (L.M.I.)",
sheets 1 through 7 of 7, dated 02/23/17, with revision B dated 01/18/2018, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
• expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of code conformance to FBC 61h Edition (2017), dated January 16, 2018,
issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
o4 oq /V18
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 18-0129.14
Expiration Date: May 18, 2022
Approval Date: April 19, 2018
E — 2
z
m
NOTE:
GLASS CAPACmES ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCA05—DEC-219
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTIERS.ARE NOT REQUIRED.
SERIES 850
ALUMINUM/GLASS SECTIONAL GARAGE DOOR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND
INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE
BUILDING STRUCTURE
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE
LABELING TO COMPLY WITH SECTION 1710.8.2.
HEAT SRiEN'D. CLASS
090• kderiayer
Trusif.1 PVB
By 'kurmoy America. Inc:
r1/8° HEAT STREN'D. GLASS
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SETTING BLOCKS AT LAM. CLASS
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
SWCONE
DOW CORNING 899
GLAZING DETAIL
JAN 2 5 2010
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 18-0129.14
Expiration Date OSMS12022
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ST. STEEL PLATE
WITH (4) /14 X 3/4' HWH SOS
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MAXIMUM DESIGN LOAD RATING = + 45.0 PSF
(FOR SIZES SHOWN OR SMALLER) - 55.0 PSF
NOMINAL
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FOR SPACING
JAMB BRACKETS
2' X 4" X 2-3/8' LONG
0.10' THK
SEE ANCHOR NOTES
FOR SPACING
EXTERIOR .
1.B2' DIA. X .50' ROLLER
W/ .43 DIA X 7' LONG ROLLER
1' X 2' X 14 GA. GALV. STEEL TRACK
FASTENED TO TRACK BRACKETS
W/ (1) 1/4-20 X 5/8' TRUSS HD.
SLOTTED M.S. $ LOCK NUT
ME HINGE SECTION B-B
LV. STEEL ROLLER CR HINGE
W/ (8) J14 X 3/4'
DRILLING SCREWS
TYPICAL ANCHORS:
5/16' DIA. ULTRACON BY 'ELCO' (F-177 KSI. FY-155 10)
THRU 1BY OR 2BY BUCKS INTO CONCRETE
1-3/4" MIN. EMBED INTO CONCRETE
AT 4' FROM BOTTOM AND 7-3/16" O.C. MAX.
DIRECTLY INTO CONCRETE
1-3/4' MIN. EMBED INTO CONCRETE
AT 4' FROM BOTTOM AND 7-3/16" O.C. MAX.
3/8' DML KWIK BOLT 3 EXPANSION ANCHOR BY 'HILTi'
DIRECTLY INTO BLOCKS
2-1/2' MIN. EMBED INTO GROUT -FILLED BLOCKS
AT 4' FROM BOTTOM AND 7-3/16" O.C. MAX.
4" MIN. EDGE DISTANCE
5/16" DIA DRIL-FLEX SCREWS BY 'ELCO' (Fu-100 KSI. F1R65 KSI)
INTO METAL STRUCTURES
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
AT 4' FROM BOTTOM AND 9-1/2' O.C. MAX.
STEEL- 1/8' THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATEO OR PAINTED)
INTO WOOD STRUCTURES
2-1/4' MIN. PENETRATION INTO WOOD
AT 4' FROM BOTTOM AND 9-1/2" O.C. MAX.
TYPICAL EDGE DISTANCE
INTO CONCRETE = 3-1/8' MIN.
INTO FILLED BLOCKS = 4' MIN.
INTO WOOD STRUCTURE = 1-1/2" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD SG - 0.55 MIN.
CONCRETE fa = 3000 PSI MDT.
C-90 GROUT FILLED BLOCK fm - 2000 PSI MEN.
ROLLER HINGE
11 GA GALV. STEEL ROLLER HINGE
FASTENED W/ (8) 014 X 3/4"
HWH SELF DRILLING SCREWS
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HATERM
MANF./SUPFLTBB/REMAKES
1
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2
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2
SIDE RAIL
6053-T6
3
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. AS READ.
W STRIP ADAPTER
6063-T6
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3A
410 X 3/4'
AS REQD.
ADAPTER FASTENERS AT 12' O.C.
ST. STEEL
FH SELF DRILLING SCREWS
4
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GLAZING BEAD
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6
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7
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4/ SECTION
CLAMP
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-
B
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2
DOOR TRACK
ST. STEEL
-
9
-
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HORIZONTAL ANGLE
GALV. STEEL
Fy TAN. - 50 IM
10
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AS REQD.
JAMB BRACKET
ST. STEEL
-
11
-
AS REQD.
ROLLER HINGES
ST. STEEL
-
11A
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AS READ.
ROLLER/CENTER HINGES
ST. STEEL
-
IIB
J14 X 3/4'
AS REQD.
HINGE FASTENERS
ST. STEEL
HWH SELF DRILLING SCREWS
12
-
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TOP FXTURE
ST. STEEL
-
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J14 X 31V
AS REQD.
FIXTURE FASTENERS
ST. STEEL
HWH SELF DRILLING SCREWS
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2
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14
2
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16
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ST. STEEL
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