HomeMy WebLinkAboutNOACOUNTY `d ;
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MAR 12 29i MI -DAD" COUNTY
O'DU -CONTROL SECTION
ST. Lucie County, permit inl80 'SW 26 Street. Room 208
3 9 iami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
International Impact Building Products, LLC
5900 Australian Avenue, Suite #300 SCANNED
West Palm Beach, FL 33407 BY
SCOPE: St. Lucie County
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 "Titan 90" Aluminum Sliding Glass Door w/ reinforcements -Impact
APPROVAL DOCUMENT: Drawing No. WII-47 Rev D, titled "Series Titan 90 Alum Sliding Glass Door
(L.M.I.)", sheets 1 through 7 of 7, prepared by AL-Farooq Corporation, dated 08/22/11 and last revised on
MAR 27, 2018, 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 Resistant
Limitations:
1. The frame area of alternate size unit shall not exceed the frame area of the tested approved unit per FBC
2411.3.2.4 (i) (1). The panel height also must not exceed.
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 shall be available for inspection at the job site at the request of the Building Official.
This NOA revises & renews NOA # 14=0624.22 and consists of this page 1 and evidence pages E-1 & E-2,
as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
MIAMI-DADE COUNTY
NOA No. 18-0412.01
Expiration Date: July 01, 2024
Approval Date: June 28, 2018
Page 1
International Impact Building Products, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS (submitted under files #11-0923.01/# 09-0127.14)
1. Manufacturer's die drawings and sections.
2. Drawing No. WII-47 Rev C, titled "Series Titan 90 Alum Sliding Glass Door (L.M.I.)", sheets 1
through 7 of 7, prepared by AL-Farooq Corporation, dated 08/22/11 and last revised on AUG 12,
2014, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under files #11-0923.01/# 09-0127.14)
1. Test reports on 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
Along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Hurricane Testing Laboratories, Test Report No. HTL-0171-0713.07, dated 08-01-
2008, signed and sealed by Vinu Abraham, P.E.
2. Additional OXO sliding Glass Door test report No. HTL-0171-106-07, dated 03-16-07 per
TAS 201, 202 and 203-94, signed and sealed by Vinu Abraham, P.E., issued to Plaza Door Co
(Now known as International Impact Products, LLC).
C. CALCULATIONS (submitted under files #11-0923.01)
1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared
by Al Farooq Corporation, dated 09/20/11 and last revised on 0CT25, 2011, signed and sealed
by Javad Alimad, P.E.
2. Glazing complies w/ ASTME-1300-02,-04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for the
"DuPont Sentry Glass interlayer@", expiring on 01/14/17.
F. STATEMENTS
1. Statement letter dated 06/24/14, compliance to FBC2014 (5'n edition) and No financial
interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Statement letter dated 11/16/11 compliance to FBC2010, prepared by Al Farooq Corporation,
signed and sealed by Javad Ahmad, P.E. (submitted under files #11-0923.01)
3. Statement letter dated 04/09/09, issued by Plaza Doors of all assets sold to Impact Building
Products, signed by Roy Elwell, president Plaza Door (original in file # 09-0127.14)
4. Statement letter dated 04/09/09, issued by Impact Building Products of all assets purchased
from Plaza Doors, signed by Michael Fry, Managing Partner, International Impact Building
Products ( original in file #09-0127.14)
5. Laboratory compliance, as a part of above test reports.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 18-0412.01
Expiration Date: July 01, 2024
Approval Date: June 28, 2018
E-1
International Impact Building I ucts, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises & renews NOA # 11-0923.01, expiring 07/01/18.
2. Bill of Sales Assignment and Loan Purchase agreement between National City Bank and
International Impact Building Products.
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. Wll-47 Rev D, titled "Series Titan 90 Alum Sliding Glass Door (L.M.I.)",
sheets 1 through 7 of 7, prepared by AL-Farooq Corporation, dated 08/22/11 and last revised
on MAR 27, 2018, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2017 (6`
Edition), prepared by Al Farooq Corporation, dated MAR 27, 2018, signed and sealed by
Javad Abmad, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont De
Nemours & Co., Inc.) for "Kuraray Sentry Glass interlayer®", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6t1 Edition (2017) and of no financial interest,
prepared by Al Farooq Corporation, dated 01/26/18, signed and sealed by Javad Ahmad, P.E.
2. Statement of lab compliance, as part of test report.
G. OTHER
1. This NOA revises & renews NOA # 14-0624.22, expiring 07/01/24.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No.18-0412.01
Expiration Date: July 01, 2024
Approval Date: June 28, 2018
E-2
DESIGN LOAD CAPACITY - PSF
AVG. PANEL
WIDTH
INCHES
PANEL
HEIGHT
INCHES
EXT.(+)
INT.(-)
36
42
48
52
54
60
96
1
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
86.7
86.7
1 78.0
78.0
36
42
48
52
54
60
102
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
86.7
86.7
78.0
78.0
36
42
48
52
54
108
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
86.7
86.7
36
42
48
52
54
114
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
86.7
86.7
36
42
48
52
120
90.0
90.0
90.0
90.0
90.0
90.0
90.0
90.0
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY
EGRESS REQUIREMENTS PER FBC.
SERIES 'TITAN 90' ALUMINUM SLIDING GLASS
DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART
SHOWN ABOVE.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (GTH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DAYLITE OPENINGS:
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE D.L.O. HEIGHT = PANEL HEIGHT - 7.000"
M
ow
a�
0
o-
MAX. DOOR
FRAMF WInTH
OX (SHOWN)
XO (REVERSE)
XX
OXX (SHOWN)
OXXO (SHOWN)
OXXX
"MU
APPROVED CONFIGURATIONS
1/4" HEAT STREN'D GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
1/4" HEAT STREN'D GLASS
BILL OF MATERIAL
ITEM
PART #
QUANTITY
DESCRIPTION
1
PDC-009
1
FRAME HEAD
2
PDC-012
1
FRAME SILL
3
PDC-010
2
FRAME JAMB
4
PDC-058
1/ PANEL
PANEL TOP RAIL
5
PDC-059
1/ PANEL
PANEL BOTTOM RAIL
6
PDC-060
1/ PANEL
JAMB/LOCK STILE
7
PDC-061
1/ PANEL
INTERLOCK STILE
8
PDC-002
AS READ.
ASTRAGAL STILE
10
PDC-022
AS REOD.
SCREEN ASTRAGAL
11
PDC-041
AS READ.
HAND RAIL
12
PDC-062
1/ PANEL
INTERLOCK STILE REINFORCEMENT, LENGA
13
PDC-092
2/ PANEL
INTERLOCK REINFORCEMEM, 12" LQ7",�
14
PDC-093
1/ PANEL
STILE REINFORCEMENT, LENGTH �= _ IL
15
PDC-085
1
HI —RISE ADAPTER
16
2-270-0
AS READ.
GLAZING GASKET (X-1842)
17
3-310-0
2/ MOV. PANEL
ADJUSTABLE ROLLER ASSEMBLY
ALUMINUM HOUSING, DELRIN TIRE, ST. ST
18
2-322-0
—
DEADLOCK #1847-02 SS
19
2-351-0
—
LOCK ESCUTCHEON #4430
20
3-001-0
—
LOCK KEEPER
21
3-008-0
—
TRACK RAIN PAN
22
3-009-0
—
H.P. WEATHER TAB
23
2-400-0
AS READ.
.270 WIDE POLY —BOND FINSEAL #PB-84:
24
2-402-0
AS READ.
.270 WIDE POLY —BOND WOOLPILE #PB-7
25
2-407-0
AS REOD.
.270 WIDE POLY —BOND FINSEAL #PB-75:
26
2-222-0
AS READ.
BULB W'STRIPPING (EV-277)
27
2-025-0
—
#10-24 X 1/4" PFH UC SMS _ —
30
2-010-0
—
#12 X 1-1/4" PPH SS SMS i
31
2-040—D
—
#8 X 1" FH SMS
32
2-007-0
—
#14 X 1-1/4" PH SMS
33
2-019-0
—
#8 X 1/2" PH SMS
34
2-069-0
—
#8 X 1-1/4" SMS
35
2-027-0
—
#10 X 1-1/4" MS TYPE F FH
36
2-042-0
—
#8 X 3/4" PH SMS
39
2-027-0
1
#10 X 1-1/4" MS TYPE F FH
TYPICAL ANCHORS IN PAIRS
CLUSTER OF 4 PAIRS AT STILE ENDS
TYPICAL ANCHORS IN PAIRS
Y m o
TYPICAL AN(
SEE ELEV. FOR SPACING
CLUSTER OF 4 PAIRS AT STILE ENDS
a M w
CLUSTER OF
EE ELEV. FOR SPACING
m m
SEE ELtV. I
1BY WOOD BUCK
O o
EDGE DIST.
3" MIN.
(SEE NOTE BELOW)
3 '� z
0
'e,CONCRET6
a I
} ow
3 }AIN.'
' a"•
CONCRETE
N o 3
)Ktf
° - EDGE DIST.
3". MIN. 3 KSI MIN.
EDGE DI
3" MIN.
ULu
O23
203 N w
N
w
1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY PLA
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS:
SEE ELEV. FOR SPACING
1 /4" DIA. ULTRACON BY 'ELCO
(Fu=177 KSI, Fy=155 r
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION
INTO WOOD (HEAD/JAMB
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO
CONCRETE (HEAD/JAMBS
1-1/2" MIN. EMBED INTO
GROUT FILLED —BLOCKS
DIRECTLY INTO CONC. OR
BLOCKS
1-1/2" MIN. EMBED INTO
CONCRETE (HEAD/SILL)
2" MIN. EMBED INTO CONC.
OR FILLED -BLOCKS (JA
1 /4" DIA. TEKS OR SELF
DRILLING SCREWS (GRADE e
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
TYPICAL ANCHORS
TYPICAL ANCHORS
IN PAIRS
OSEE ELEV. FOR SPACING
F 1/4" MAX. ..
META
STRUCTUR
O FRAME HEAD
082
TYP.
3.
O PANEL TOP RAIL I O PANEL BOTTOM RAIL
O
4.
FRAME SILL
�.125
4.000
2.
0 JAMB/LOCK STILE
Q INTERLOCK STILE
1- 1.575 --1
1 .125
2.339
.931
.250 �
INTERLOCK STILE STIFFENER
�.239
.750
INTERLOCK REINFORCEMENT
I
�{ 1.250
.250
.125 � 1.650
i I
ASTRAGAL STILE
---1 M—.570
14 STILE REINFORCEMENT
675
1
1.323� .062
o SCREEN ASTRAGAL
PANEL TOF
FRAME TOP CORNER
JAMB NOTCHED TO RECIEVE HEADER AND SILL RIBS
APPLY BEAD OF SONNEBORN NP1 SEALANT
AT TOP AND BOTTOM JOINTS
APPLY BEAD OF SONNEBORN NP1 SEALANT
AT TOP AND BOTTOM JOINTS
32