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t�y9IAMIy��2�� MIAMI-DADS COUNTY
�t�R1�f' � r� �_ SCANNED PRODUCT CONTROL SECTION
BY 11805 SW 26 Street, Room 208
DEPARTNIENT OF REGULATORY AND ECONOMIC RRSOUgVFLWM COUNTY Miami, Florida 33175.2474
DOA RD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) tnvev.mhmldade.gov/economy
International Impact Building Products, LLC
5900 Australian Avenue, Suite #300
West Palm Beach, FL 33407
SCOPE:
This NOA is being issued under the applicable roles 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
nrect 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 Htgh Velocity Hurricane Zone.
DESCRIPTION: Series "Titan 100" Aluminum Sliding Glass Door w/ reinforcements-SAII
APPROVAL DOCUMENT: Drawing No. W11-48 Rev D, titled "Series Titan 100 Alton Sliding Glass Door
(S.ivl.i.)", sheets I through 8 of 8, prepared by AL-Farooq Corporation, dated 09/07/11 and last revised on SEP 17,
201411, 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: Shall Missile Impact Resistant
Limitations:
1. The fiatne area of alternate size unit shall not exceed the frame area of the tested approved unit per FBC
2411.3.2.4 (i) (1).
2. See sheet 2 for Design Pressure Ratings Vs sizes, Std and/or HP Reinforcing, Glass types and anchor types.
3. Detail F (Astragal consists of jamb item #3 and adapter item # 9) is limited to three panels configurations XXO,
OXO and OXX only.
4. Single clip at Side Jamb required, can be at exterior or interior side (see detail in sheet 6).
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_portio_n_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 # 11-1115.04 and consists of this page I and evidence pages E-I & E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No, 14-0724.19
a Mianii•D'ADEcou Expiration Dale: August 26, 2019
Approval Date: September 25, 2014
Page l
p
F
Hiternational Impact Building Prodaets, LLC'
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS (submitted under files #11-1115.04/# 09-0127.15)
1, Manufacturer's (lie drawings and sections.
2. Drawing No. W 11-48 Rev D, titled "Series Titan 100 Alum Sliding Glass Door (S.M.I.)",
sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 09/07/11 and last
revised on SEP 17, 2014, signed and sealed by Javad Atunad, P.E.
B. TESTS (submitted under files #11-1115.04/# 09-0127.15)
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) Small 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 Laboratory, hic., Test Report No(s). HTL-0171-0713-07
(specimen 114), dated 08/01/08, signed and sealed by Vinu Abraham, P.E, issued to Plaza Door
Co (Now known as International Impact Products, LLC)
Note: This test report has been revised and a copy received on July 28, 2009. Also an
addendum letter dated June 18, 2009 has been issued by HTL, signed & sealed by Vinu
Abraham, P.E.
2. Additional test report No. FITL-0171-0713-07 (specimen 95, 5A & 513) dated 08/01/08,
per TAS 202, 201/203-94 (LMI(SMI), issued by Hurricane Testing Lab, signed & sealed by
Vinu Abraham, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2014,
prepared by Al Farooq Corporation, dated JUL 23, 2014, signed and sealed by Javad
Ahmad, 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. 11-0624.01 issued to DuPont DeNeumours, Inc. for their
"Butacite PVB Interlayer", expiring on 12/11/16.
2. Material properties data sheet of PolyOne Geon vinyl Flexible glazing gasket material
extruded by Melt point Inc.
Is aq I. Chanda, P.E.
Product Control Examiner
NOA No. 14-0724.19
Expiration Date: August 26, 2019
Approval Date: September 25, 2014
E-1
International Impact Building Products, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter dated 07/10/14, compliance to FBC2014 (51' edition) and No financial
interest, prepared by At Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Statement letter dated 11/16/11 compliance to FBC2010/FBC 2007, prepared by Al Farooq
Corporation, signed and sealed by Javad Ahmad, P.E. (submitted under files #11-1115.04/
# 09-0127.15).
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.
C. OTHER
i, This NOA revises & ren6vs NOA # 11-1115.04, expiring 08/26/19.
2. Bill of Sales Assignment and Loan Purchase agreement between National City Bank and
International Impact Building Products.
slmq i. Chanda, P.E.
Product Control Examiner
NOA No. 14.0724.19
Expiration Dnle: August 26, 2019
Approval Date; September25,2014
E-2
SERIES 'TITAN 120' ALUMINUM SLIDING GLASS DOOR
DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART
SHOWN ON SHEET 2.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVIFC).
IBY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DUALS. ANCHORS
EMBEDMENT TO BASE LATERAL SHALL BE BEYOND WAU- DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERALS SHALL MEET THE
REOUIREMENTS OF DIE FLORIDA RUG. WOE.
OAYLITE OPENINGS:
O.LO. HEIGHT = PANEL HEIGHT - 7.000"
O.L.O. WIDTH - PANEL WIDTH - 6.625"
DOOR HEIGHT = PANEL HEIGHT + 1.250"
IRS ARE RATED.FOR SMALL MISSILE IMPACT.
COUNTY APPROVED IMPACT RESISTANT SHUTTER$
FOR INSTALILATIONS UP TO 30 IT. OF GRACE.
NOT REM FOR INSTALLATIONS ABOVE DO R. OF
2914
LAMINATED GLASS
SMALL MISSILE IMPACT
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MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEY. FOR SPACING
TYPE 'A'- 1/4" OIA. ULTRACON BY '[ISO: (F-177 RSI. ry-155 MO
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU IBY BUCKS INTO CONC. OR MASONRY
I-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
TYPE 'Br- 1/4' OIA ULTRACON BY 'FLCO' (N-ITT RSL F"155 RSI)
DIRECTLY INTO GONG. OR MASONRY
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS)
TYPE 'C'- 1/4' DIA. SELF DRI I IN • SCREWS (CRUDE 5 CM)
INTO MNMI-DARE COUNTY APPROVED MUWONS (MIN. THK. = 1/8")
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL ❑• DIST NC INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SO - 0.55 W.W.
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JAMB NOTCHED TO RELIEVE READER AND ML RIBS
APPLY BEAD OF SONNEBORN NP1 SEAVM 'I
AT TOP AND BOTTOM JOINTS
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AT TOP AND BOTTOM JOINTS
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W1 - CLUSTER OF SIX 3/8' WEEP HOLES AT 17' FROM
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EACH END AND 21" O.C.
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drawing no.
W11-48