HomeMy WebLinkAboutAPPROVED 18-0412.01 SGD Titan 90 MIAM4DADE MIAMI-DADS 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.
MIAMI•DADE CO UNTY 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 . W11 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- 0171406 - 07 , dated 0346- 07 per
TAS 2013 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/ ASTME4300- 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 (5t" 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 #09A127. 14)
5 . Laboratory compliance , as a part of above test reports .
Ishaq L 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 . W11 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 .
Be 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
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 6` 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. 1 &0412 . 01
Expiration Date : July 01 , 2024
Approval Date : June 28, 2018
E - 2
DESIGN LOAD CAPACITY - PSF 208 11 / 16 " a
AVG. PANEL PANEL MAX . DOOR FRAME WIDTH
WIDTH HEIGHT ANCHORS IN PAIRS 3 "
INCHES INCHES EXT. ( + ) INT. ( - ) 6 " MAX . 20 " MAX . AT HEAD/SILL/JAMBS 3 " 6Z co
" 3 "
36 90 . 0 90 . 0 HEAD/SILL HEAD/SILL A A 20 " MAX . ko M
42 90 . 0 90 . 0 CORNERS HEAD/SILL ® z �' N ¢I
48 96 90 . 0 90 . 0 -- OwN g
52 90 . 0 90 . 0 O mi
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54 86. 7 86 .7 d j N
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60 78 . 0 78 . 0 Lpu F LL
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36 90. 0 90 . 0 O V N m
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42 90 . 0 90 . 0 _ _ _ _ _ � 0 > M
48 102 90 . 0 90 . 0 - - - - - - - OFp a. o a .°i
52 90. 0 90 . 0 ® 03
54 86 . 7 86 . 7 C D E D U) Z O N
60 78 . 0 78 . 0 Q W O LL
LL 42 90 . 0 90 . 0 I ,,gyp z OR a w
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52 90 . 0 90. 0 <r _
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48 90 . 0 90 . 0 ¢ 0 ¢ = n
52 90 . 0 90 . 0 - - - - - - - - - - o o Q J w N
DOOR HEIGHT AND WIDTH SIZE MUST COMPLY j j z z g Of
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EGRESS REQUIREMENTS PER FBC . B B Z Q a
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SERIES TITAN 90 ALUMINUM SLIDING GLASS DOOR g REVISF0m
53 3/4 "
with tit : o a o
DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART c "
SHOWN ABOVE . PANEL WIDTH 53 3/4" �' C � - ° o z W
CC FS@�„ ,: � ,Y z O O
PANEL WIDTH TYPICAL ELEVATION �� �z m o m
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THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
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REQUIREMENTS OF THE 2017 ( 6TH 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 . 000Rt co
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS D . L . O . WIDTH = PANEL WIDTH - 6 . 625 " -- c
TO THE BUILDING STRUCTURE , DOOR FRAME HEIGHT = PANEL HEIGHT + 1 . 250 " LAMINATED GLASS ° o N N
m O W m
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS LARGE MISSILE IMPACT o 0
Q) o Q m o
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, THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT . ®®®® o� D ° • a0 op O°
ALL SHIMS TO BE HIGH IMPACT, NON - METALLIC AND NON - COMPRESSIBLE , SHUTTERS ARE NOT REQUIRED . ®® � EN coo 440 N n o
® ® I N Q
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS , THAT o T
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE o ®° 70592 m ;; b
REQUIREMENTS OF THE 2017 FLORIDA BLDG . CODE & ADOPTED STANDARDS . o `( _ * o o ° t
NOTE : ® � ° � ® N
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION - 10
FOR A SITE SPECIFIC PROJECT, i . e . LIFE SAFETY OF THIS PRODUCT, ADEQUACY GLASS CAPACITIES ON THIS SHEET ARE ®�� °° �T1T�' ®IF Ll��® drawing no .
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR BASED ON ASTM E1300 - 09 ( 3 SEC . GUSTS ) sot 0 ° W1 1 - 47
WATER INFILTRATION RESISTANCE ETC . AND FLORIDA BUILDING COMMISSION ®° ° ° ° ° ° °
CONDITIONS
TO BE REOVIEWED BY THIS
NDRAWING
AARE TO BE ANALYZED SEPARATELY, DECLARATORY STATEMENT DCA05 - DEC - 219 ,� \®® sheet 1 of 7
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MAX . DOOR
FRAME WIDTH 12
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CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY o
( SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 4 & 5) ® � N M
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BILL OF MATERIALS (B . O . M . ) d
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ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF . /SUPPLIER/REMARKS I
1 PDC - 009 1 FRAME HEAD 6063-T6CO OD
2 PDC- 012 1 FRAME SILL 6063-T6 - rn
h
DID co N Q
3 PDC- 010 2 FRAME JAMB 6063 -T6 - �„ w I
4 PDC - 058 1 / PANEL PANEL TOP RAIL 6063 -T6 - Q ILQ a
5 PDC - 059 1 / PANEL PANEL BOTTOM RAIL 6063 -T6 - 0: O p 0 0
6 PDC- 060 1 / PANEL JAMB/LOCK STILE 6063 -T6 - d j N
7 PDC - 061 1 / PANEL INTERLOCK STILE 6063 -T6 - W. F V
8 PDC- 002 AS REQD . ASTRAGAL STILE 6063 -T6 - d = N M
10 PDC - 022 AS REQD , SCREEN ASTRAGAL 6063 -T6 - 0 >0 Dow M
11 PDC -041 AS REQD , HAND RAIL 6063-T6 - a a ixM °o
® aao ri
ri
12 PDC- 062 1 / PANEL INTERLOCK STILE REINFORCEMENT, LENGTH = PANEL HT. - 18 " 6063 -T6 - ® c�
13 PDC - 092 2/ PANEL INTERLOCK REINFORCEMENT, 12 " LONG 6063 -T6 - Z OJ N
14 PDC- 093 1 / PANEL STILE REINFORCEMENT, LENGTH = PANEL HT. - 18" 6063 -T6 - Q W Cl) �_ p
15 PDC- 085 1 HI - RISE ADAPTER 6063 -T6 - (3 (D M
Ravi
16 2 - 270 - 0 AS REQD , GLAZING GASKET (X - 1842) FLEXIBLE PVC CENTRAL PLASTICS w 0M) F
17 3 - 310 - 0 2/ MOV, PANEL ADJUSTABLE ROLLER ASSEMBLY - IIBP
ALUMINUM HOUSING , DELRIN TIRE, ST. STEEL BEARING U
18 2 - 322 - 0 - DEADLOCK # 1847 - 02 SS - ADAMS RITE J m
Jqft
19 2- 351 - 0 - LOCK ESCUTCHEON #4430 - ADAMS RITE U
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20 3 - 001 - 0 - LOCK KEEPER - IIBP o o r%
21 3- 008 - 0 - TRACK RAIN PAN - IIBP U
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22 3 - 009 - 0 - H . P . WEATHER TAB - IIBP g
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23 2 - 400 - 0 AS REQD . . 270 WIDE POLY- BOND FINSEAL # PB- 8425 -2211 - 0 - SCHLEGAL o W 0
24 2 - 402 - 0 AS REQD . 270 WIDE POLY- BOND WOOLPILE # PB - 7525- 6011 - 6 - SCHLEGEL o U
J m
25 2 - 407 - 0 AS REQD . 270 WIDE POLY- BOND FINSEAL # PB-7531 - 6011 - 2 - SCHLEGAL -
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26 2 - 222 - 0 AS REQD . BULB W' STRIPPING ( EV- 277) - CENTRAL PLASTICS a p a : LO
27 2 - 025 - 0 - # 10 - 24 X 1 /4" PFH UC SMS - AT 2 " FROM ENDS & 14" O . C . ¢ a.
Q Q
30 2 - 010 - 0 - # 12 X 1 - 1 /4" PPH SS SMS - 1 PER DOOR ROLLER 6' J¢ N a °� �
z ZgOf :2a)
31 2 - 040 - 0 - 8 X 1 " FH SMS - 2 PER 12 " REINF. BAR o a U)
LO
32 2 - 007 - 0 - # 14 X 1 - 1 /4" PH SMS - 2 PER DOOR PANEL CORNERS ~ z a a o
cn 0E- "
33 2 - 019 - 0 - # 8 X 1 /2 " PH SMS - AT 3 " FROM ENDS & 18 " O . C . w z Ld WO Ln 3 Li
1 /4" HEAT STREN ' D GLASS 34 2 - 069 - 0 - # 8 X 1 - 1 /4 " SMS - AT 3 " FROM ENDS & 18 " O. C. u")
35 2 - 027 - 0 - # 10 X 1 - 1 /4" MS TYPE F FH - AT 6 " FROM ENDS & 12 " O . C .
. 090 " Interlayer 36 2 - 042 - 0 - # 8 X 3/4 " PH SMS - AT 6 " FROM ENDS & 18 " O . C .
SentryGlas 39 2- 027 - 0 1 # 10 X 1 - 1 /4" MS TYPE F FH - ( 1 ) AT 9 " FROM BOTTOM
By ' Kuraray America , Inc . ' W W w m
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0 WRAP AROUND GASKET AT 9Q � � ' ' ®®®
CUT CORNER JOINTS SEALED WITH ®°® �r � . °�°�° , ®®®
Q' SONOBORN NP1 POLYURETHANE SEALANT NDR ° ` p�,Ey�g�� ° 0
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GLAZING DETAIL eOno
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OVERALL LAMINATED GLASS ® � "` � ®
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®® ® 10NAL sheet 3 of 7
TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS a
CLUSTER OF 4 PAIRS AT STILE ENDS TYPICAL ANCHORS IN PAIRS 0 Z) o TYPICAL ANCHORS IN PAIRS CLUSTER OF 4 PAIRS AT STILE ENDS NM
SEE ELEV. FOR SPACING CLUSTER OF 4 PAIRS AT STILE ENDS m v m CLUSTER OF 4 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING I
EE ELEV, FOR SPACING SEE ELEV. FOR SPACING
1 BY WOOD BUCK o � Fw-
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EDGE DIST. _eX3 " MIN . ( SEE NOTE BELOW) o METAL Z M ti
a , CONCRETE d I a d ° a CONCRETE N o LU STRUCTURES ® W M
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EDGE DIST. 3 MIN . 3 KSI MIN . EDGE 3 " MIN . Q d Q o
a d ° ° < a ° EDGE DIST 3 '° MIN . DIST. O p O U
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I ! ! ! ! I I :. i ! !. I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM SEE ELEV. FOR SPACING m
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III ill Ii ! I 1 - 1 / 4 MIN . EMBED INTO CONCRETE ( HEAD/JAMBS ) z W o
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aAweptoace u�2 MIN . EMBED INTO CONC . OR FILLED — BLOCKS ( JAMBS ) N Z
1 /4 DIA. TEKS OR SELF DRILLING SCREWS ( GRADE 5 CRS)
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INTO MIAMI — DADE COUNTY APPROVED MULLIONS V a Wo
m0 o�a 0R c o 7
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INTO METAL STRUCTURES ( HEAD/JAMBS ) ° 6 0
BO 25 27 POURED & HARDENED > 0 0
2 HIGH STRENGTH GROUT ( 3 ) THREADS MIN , TO EXTEND BEYOND METAL THICKNESS a) o < m o
f' c = 5000 PSI MIN . ALUMINUM : 1 / 8 " THK . MIN . ( 6063 —T5 MIN . )
NOT BY PLAZA DOOR
MUST TRANSFER SHEAR STEEL : 1 / 8 " THK . MIN . ( Fy = 36 KSI MIN . ) ®®s D � AH ®® ®
0
LOADS TO STRUCTURE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ®®® p ° ° ° ° ° ° ° �� ®®® N n o
TYPICAL EDGE DISTANCE ® 0
Q ° EDGE DIST.° ° 3 " MIND ° CONCRETE o m o
° INTO CONCRETE AND BLOCKS = 2 - 1 / 2 " MIN . ®���
3 KSI MIN , a o o o Y
INTO WOOD STRUCTURE = 1 " MIN . m 0
INTO METAL STRUCTURE = 3/4 " MIN . god
® 0 ° ATE ®� �9 ® drawing no .
TYPICAL ANCHORS IN PAIRS WOOD AT HEAD OR JAMBS SG = 0 . 55 MIN . ®®®���� odZOR%® �° `��j W1 1 - 47
CONCRETE AT HEAD , SILL OR JAMBS Vc = 3000 PSI MIN . o
CLUSTER OF (4) PAIRS AT STILE ENDS C - 90 GROUT FILLED — BLOCK AT JAMBS f' m = 2000 PSI MIN . ®®® ® YC)N ® sheet 4 of 7
SEE ELEV, FOR SPACING 111 1 11%
TYPICAL ANCHORS d
IN PAIRS
SEE ELEV. FOR SPACING I
PANEL WIDTH
00 %1 /4 " MAX . z co� ti J
SHIMS O ® M N Q
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WOOD BUCKS PANEL WIDTH D . L. O . Z w o x
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