HomeMy WebLinkAboutPRODAPP 18-0412.01 SGD Titan 90MIAMI-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) www.miamidade.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 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. 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., 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 I. Chanda, P.E.
MITA Ml•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 411-0923.01/# 09-0127.14)
1. Manufacturer's die drawings and sections.
2. Drawing No. Wll-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 411-0923.01/# 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 OCT25, 2011, 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. 11-0624.02 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 (5th 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 411-0923.01)
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 Products, 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. WI I-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 (611
Edition), prepared by Al Farooq Corporation, dated MAR 27, 2018, signed and sealed by
Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
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 6th 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
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
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 1 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.
FANtL WIUIH I i l 1v �V" lull
208 11/16"
co
❑Of
_ W
LZ
O
U
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1 B OR 2BY 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 MANUF'S 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 BLDG, CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING 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.
DAYLITE OPENINGS:
D.L.O. HEIGHT = PANEL HEIGHT - 7.000"
D.L.O. WIDTH = PANEL WIDTH - 6.625"
DOOR FRAME HEIGHT = PANEL HEIGHT + 1.250"
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
LAMINATED GLASS
LARGE MISSILE IMPACT
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APPROVED CONFIGURATIONS
NOTE:
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(SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 4 & 5)
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sheet 2 of 7
1/4" HEAT STREN'D GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
1/4" HEAT STREN'D GLASS
124
0 WRAP AROUND GASKET AT
CUT CORNER JOINTS SEALED WITH
Q' SONOBORN NP1 POLYURETHANE SEALANT
W
W
GLAZING DETAIL
9/16" OVERALL LAMINATED GLASS
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BILL OF MATERIALS (B.O.M.)
�
�U
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
PDC -009
1
FRAME HEAD
6063—T6
—
2
PDC -012
1
FRAME SILL
6063—T6
—
3
PDC -010
2
FRAME JAMB
6063—T6
—
4
PDC -058
1/ PANEL
PANEL TOP RAIL
6063—T6
—
5
PDC -059
1/ PANEL
PANEL BOTTOM RAIL
6063—T6
—
6
PDC -060
1/ PANEL
JAMB/LOCK STILE
6063—T6
—
7
PDC -061
1/ PANEL
INTERLOCK STILE
6063—T6
—
8
PDC -002
AS REQD.
ASTRAGAL STILE
6063—T6
—
10
PDC -022
AS REQD.
SCREEN ASTRAGAL
6063—T6
—
11
PDC -041
AS REQD.
HAND RAIL
6063—T6
—
12
PDC -062
1/ PANEL
INTERLOCK STILE REINFORCEMENT, LENGTH = PANEL HT. — 18"
6063—T6
—
13
PDC -092
2/ PANEL
INTERLOCK REINFORCEMENT, 12" LONG
6063—T6
—
14
PDC -093
1/ PANEL
STILE REINFORCEMENT, LENGTH = PANEL HT. — 18"
6063—T6
—
15
PDC -085
1
HI—RISE ADAPTER
6063—T6
—
16
2-270-0
AS REQD.
GLAZING GASKET (X-1842)
FLEXIBLE PVC
CENTRAL PLASTICS
17
3-310-0
2/ MOV. PANEL
ADJUSTABLE ROLLER ASSEMBLY
ALUMINUM HOUSING, DELRIN TIRE, ST. STEEL BEARING
—
IIBP
18
2-322-0
—
DEADLOCK #1847-02 SS
—
ADAMS RITE
19
2-351-0
—
LOCK ESCUTCHEON #4430
—
ADAMS RITE
20
3-001-0
—
LOCK KEEPER
—
IIBP
21
3-008-0
—
TRACK RAIN PAN
—
IIBP
22
3-009-0
—
H.P. WEATHER TAB
—
IIBP
23
2-400-0
AS REQD.
.270 WIDE POLY—BOND FINSEAL #PB -8425-2211-0
—
SCHLEGAL
24
2-402-0
AS REQD.
.270 WIDE POLY—BOND WOOLPILE #PB -7525-6011-6
—
SCHLEGEL
25
2-407-0
AS REQD.
.270 WIDE POLY—BOND FINSEAL #PB -7531-6011-2
—
SCHLEGAL
26
2-222-0
AS REQD.
BULB W'STRIPPING (EV -277)
—
CENTRAL PLASTICS
27
2-025-0
—
#10-24 X 1/4" PFH UC SMS
—
AT 2" FROM ENDS & 14" O.C.
30
2-010-0
—
#12 X 1-1/4" PPH SS SMS
—
1 PER DOOR ROLLER
31
2-040-0
—
#8 X 1" FH SMS
—
2 PER 12" REINF. BAR
32
2-007-0
—
#14 X 1-1/4" PH SMS
—
2 PER DOOR PANEL CORNERS
33
2-019-0
—
#8 X 1/2" PH SMS
—
AT 3" FROM ENDS & 18" O.C.
34
2-069-0
—
#8 X 1-1/4" SMS
—
AT 3" FROM ENDS & 18" O.C.
35
2-027-0
—
#10 X 1-1/4" MS TYPE F FH
—
AT 6" FROM ENDS & 12" O.C.
36
2-042-0
—
#8 X 3/4" PH SMS
—
AT 6" FROM ENDS & 18" O.C.
39
1 #10 X 1-1/4" MS TYPE F FH
1 (1) AT 9" FROM BOTTOM
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F
c
L
c
c
c
c
TYPICAL ANCHORS IN PAIRS
CLUSTER OF 4 PAIRS AT STILE ENDS
SEE ELEV. FOR SPACING
1BY WOOD BUCK
/—(SEE NOTE BELOW)
POURED & HARDENED
HIGH STRENGTH GROUT
f'c = 5000 PSI MIN.
NOT BY PLAZA DOOR
MUST TRANSFER SHEAR
LOADS TO STRUCTURE
TYPICAL ANCHORS IN PAIRS
CLUSTER OF (4) PAIRS AT STILE ENDS
SEE ELEV. FOR SPACING
1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY PLAZA DOOR
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 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/2" MIN. EMBED INTO GROUT FILLED -BLOCKS (JAMBS)
DIRECTLY INTO CONC. OR BLOCKS
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
2" MIN. EMBED INTO CONC. OR FILLED -BLOCKS (JAMBS)
1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 GROUT FILLED—BLOCK AT JAMBS f'm = 2000 PSI MIN.
X
W
MIAMI-DADE COUNTY
APPR'D MULLION
SEE SEPARATE NOA I
'TYPICAL ANCHORS IN PAIRS
CLUSTER OF 4 PAIRS AT STILE ENDS
SEE ELEV. FOR SPACING
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TYPICAL ANCHORS IN PAIRSo
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CLUSTER OF 4 PAIRS AT STILE ENDS
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STRUCTURES
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f'c = 5000 PSI MIN.
NOT BY PLAZA DOOR
MUST TRANSFER SHEAR
LOADS TO STRUCTURE
TYPICAL ANCHORS IN PAIRS
CLUSTER OF (4) PAIRS AT STILE ENDS
SEE ELEV. FOR SPACING
1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY PLAZA DOOR
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 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/2" MIN. EMBED INTO GROUT FILLED -BLOCKS (JAMBS)
DIRECTLY INTO CONC. OR BLOCKS
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
2" MIN. EMBED INTO CONC. OR FILLED -BLOCKS (JAMBS)
1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 GROUT FILLED—BLOCK AT JAMBS f'm = 2000 PSI MIN.
X
W
MIAMI-DADE COUNTY
APPR'D MULLION
SEE SEPARATE NOA I
'TYPICAL ANCHORS IN PAIRS
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SEE ELEV. FOR SPACING
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TYPICAL ANCHORS
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0 FRAME HEAD
3.625 1.250
.125 3 .250
961 .125
i0 1.650
2.764
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FRAME SILL
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FRAME JAMB 115 HI -RISE ADAPTER
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JAMB/LOCK STILE
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.082
TYP.
Io- 1.812 ----I
INTERLOCK STILE
961
5
12 INTERLOCK STILE STIFFENER
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13 INTERLOCK REINFORCEMENT
1.750
ASTRAGAL STILE
.570
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1.500
645
14 STILE REINFORCEMENT
875 3
1.3233 •082
JL
9 SCREEN ASTRAGAL
.125
TYP.
976
HARDNESS = 75 SHORE A
3.375 '231 TENSILE STRENGTH (100% STRAIN)= 800 PSI
TENSILE STRENGTH (BREAK)= 1900 PSI
250 2.000 ELONGATION AT BREAK = 380%
1.188 078 TEAR STRENGTH = 250 LBF/IN
SPECIFIC GRAVITY = 1.27
L .
.875 108 .595
751 GLAZING GASKET
PVC MATERIAL BY ' POLYONE'
11 HAND RAIL 16 EXTRUDED BY 'CENTRAL PLASTICS'
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FRAME TOP CORNER
JAMB NOTCHED TO RECIEVE HEADER AND SILL RIBS
APPLY BEAD OF SONNEBORN NP1 SEALANT
AT TOP AND BOTTOM JOINTS
FRAME BOTTOM CORNER
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AT TOP AND BOTTOM JOINTS
ROLLER FASTENER DETAIL
1/4" X 1-1/2" DRAIN PAN
FACTORY APPLIED
WEEPHOLES:
W1 = CLUSTER OF SIX 3/8" WEEP HOLES AT 17" FROM
EACH END AND 21" O.C.
W2 = 1/4" X 1-1/2" OPENING FOR DRAIN PAN AT 17" FROM
EACH END AND 21" O.C.
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