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HomeMy WebLinkAboutNOAMl®� SCANNED BY St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)' BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) International Impact Building Products, LLC 5900 Australian Avenue, Suite #300 ' West Palm Beach, FL 33407 MLA NII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 . www.mismidade.eovlecunomv 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; 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 Alunad, 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 1MPACT 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 NOAnumber 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. NOA No.18-0412.01 MLAMFOADE COUNTY Expiration Date: July 01, 2024 Approval Date: June 28, 2018 4I-voi i \ $ Page 1 International Impact Buildine 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. RTL-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 ]mown as Iriternational 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, 2Q11, signed and sealed by Javad Ahmad, P.E., . 2. Glazing complies w/ ASTME-1300-02,-04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Deparhnent of Regulatory and Economic Resources (RER). E. 'MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemouts & 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 (5a' 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 Abroad, 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 L Chands, 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. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2017 (61" 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 61 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 L Chanda, P.E. Product Control Examiner NOA No.18-0412.01 Expiration Date: July 01, 2024 Approval Date: June 28, 2018 E-2 DESIGN MAD CAPACITY - PST M eu81 WISH WDA3 FMBL HIOII WONT ENT.(+) SR.(-) 38 42 40 52 S4 fiD 96 9D.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.7 88.7 78.0 7B.0 38 42 48 52 54 EO - 102 1 9D.0 90.0 90.0 90.0' 90.0 90.0 90.D MID 86.7 66.7 78.0 78.0 36 42 !0 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 R 114 solo 90.0 90.0 90.0 90.0 90.0 SOO 00.0 88.7 86.7 35 ♦2 090.0 52 120 1 00.0 90.0 90.0 90.0 90.D 90.0 90.D ODOR HDGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER MC. N SERIFS 'TITAN 90' ALUMINUM SLIDING GLASS D00 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 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HMHZ). 15Y OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER MPUED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS 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-METAWC AND NON -COMPRESSIBLE MATERALS INCLUDING BUT NOT UMTEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDD. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROIDE NFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. COMMONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL. 208 1 AT i II C ii D E II _ n u II II • II II II II II I I ' II II B 4] 1/B• 4] 1/8" F D B - 53 3/4• WEL WOTH 53 3/Y Para WIDTH TYPICAL ELEVATION DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 7.000" D.L.O. WIDTH --,PANEL WIDTH - 6.625" z DOOR FRAME HEIGHT - PANEL HEIGHT + 1,250" TED GLASS MISSILE IMPACT Z m mat Op. Qfl 0. a� gGG N 3 - AA11111111 Tlll THESE DOORS'ARE RATED FOR LOGE k SHALL MISSILE IMPACT. Y' ` - SHUDERS ARE NOT REQUIRED. - ENBe P • {T . T� _ d tl 9 � GLASS CAPACITIES ON THIS SHEET ARE 4 Taa 2) �(1,1D. OWmq Do rGAND BASED ON ASTM E1300-09 GUSTS SEC. 3 c ) 1`•�tDaD�o w11-47 gs�OkA1.1 sheet I of 7 DECLARATOIRY STATEMENT OCA05' DEC-219 ,/ 3�� R DOOR FRkOE MOM A I D B OX (SHOWN) XO (REVERSE) xx Oxx (SHOWN) OXO xxO VAX DOOR FR4NE MOTH A D E D B � � OXXO (SHOWN) OXXX XXxx APPROV A CONFIGURATIONS a I �aqaqp� s NOTE- CONFIGURATIONSIL 6 SHOWN FOR ILLUSTRATION PURPOSE ONLY � (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 4 do 5) ; n O 'L O Oggqgo� Q � LL Szs-os is abWsk 0 � a g � e �a a 7 6g<ia ai 2 7 ZF`.h ' O'•, 9TAIE6 :. tlfawing no.. W11-47 HEAT STREN'D GLASS :.090' Intorayar By 'Kummy America, Inc.' —1/4' HEAT SITREN'D GIASS WRAP AROUND WSKET AT CUT CORNER JOINTS SELL Ea. SONOSORN NP1 POLWREI X w GLAZING DETAIL 9/1C OWRM1 LIMNATED GLAS - - BNL OF MATBR11AL9 (B.O.M.) - mm PART / ODANTIW DFSCRDT[ON ALITBRIAL MANP./SUPPL®t/RBYV11L5 1 PDC-009 1 PRAME HIM 608T-76 - 2 POC-012 1 RWIE Su WO-76 I - 3 PDC-DIO 2 M.WE JAMB 60W-T6 - 4 PM-058 1/ PANEL PANEL TOP RM 60W-T6 - 5 PDC-059 1/ PANEL PANEL BOTTOM WdL 600-76 - 6 PM-060 1/ PANEL "B/LOCK STBE BO63-T6 PDC-051 1/ PANEL INTERLOCK BRIE WO T6 B PDC-002 AS REOD. ASTPM.M SRM EOW-T6 - 10 PDC-= AS REOD. SCREEN ASTiN.M BOW-T6 - 11 1 PDC-041 M RECD. HAND RNL W0 T6 I - 12 PDC-062 1/ PANEL INTERLOCK STIE RENFDRCEMEM. LFNDIH PANEL W. - IV 60W-T6 13 PM-092 2/ PANEL INTERLOCK REINPORCEMENT. 12' LONG BOW -TB - 14 POC-093 1/ PANEL SRLE REINFORCEMENT. LENGTH - PANEL W. - IV WM-T6 15 PDC-OW 1 HI -RISE AMPIER 6063-T6 16 2-270-0 AS REOD. OWING GASXM (X-1842) FLEXIBLE Pm CENRAL PLASTICS 17 3-310-D 2/ YG/. PANEL 2ANSTABU ROLLER /SSEMBLY MUMINUM HOUSNG. DE N TIRE ST. STEEL BEARNG - ®P 18 2-322-0 OEAOLOCK /184T-02 SS HAMS KRE 19 2-MI-0 LOCK ESCUTCHEON /4430 ADAMS RITE 20 3-WI-0 LOCK KEEPER IIBP 21 3-008-0 TRICK RAN PAN - IIBP 22 3-009-0 H.P. WEATHER TAB POP 23 2-400-0 AS RMD. .VO WIDE POLY -BOND FNSFAL /P9-9425-2211-0 SCHLEGLL 24 2-402-0 AS ROOD. 370 WNE MY -BOND WOOLPIM /PS-9525-6011-6 SCIREGEL 25 2-409-0 M REOD. .270 MOE POLY -BOND FINSM JP6-0531-6011-2 - SCHLEdl 26 2-222-0 AS REOD. BULB WSTRIMING (W-277) - CENTRAL PLASRCS 27 2-025-0 010-24 X 1/4' PM UC SMS AT 2' MDM ENDS k 14' O.G. 30 2-010-0 /12 X 1-1/P PPH SS EMS 1 PER DOOR ROIAER 31 2-040-0 /e X 1' M SN5 2 PER 12' RUNE. BAR 32 2-027-D 114 X 1-1/4' PH EMS 2 PER COOK PRIM CORNERS 33 2-019-0 i8 X 1/2' PH SMS AT 3' FROM ENDS 4 18' O.C. 34 2-059-0 18 X 1-1/4' SMS AT 3' MOM RIDS h 16' O.C. 35 2-02T-D /10 x 1-1/4' MS TYPE F MT B' MOM ENDS k 12' O.C. 38 2-042-0 1#8 X ] 4" PX STAB AT 6' MOM ENDS h 16" O.C. 19 1 2-027-0 1 1 1010.X 1-1/4' MS TYPE F M (1) AT 9' MOM BOTTOM B��IuuU d'GC op�L� 0 b. O dNQ¢ LL �qri 3121 ma< AL11111111I„ 1 n 70582 1.1 AT 4 f C, drawing '• no. .RomD1YX`�'pG��: AN ��fil� W 11-47 '. sheet 3of 7 fill1S 1%%%% S IN PAIRS PARS AT STILE ENDS m m SPACING R 4Eri CONCREM J K51 MIN. N TYPICAL ANCHDRS R1 PNRS _ - -CLUSTER OF 4 PARS AT SIRE D SEE ELEV. MR SPACING 1BY OR 213Y 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. MR SPACING 1/4' DLA ULTRACON BY ' O' (PUMA KSI. FY-155 K50 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN, PENETRATION INTO WOOD (HEAD/JAMBS) 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 (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' DA TEKS OR SELF DRILLING REWS (GRABS 5 ORS) INTO MAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WTH ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANC 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 fo - 3000 PS MIN. C-90 GROUT FILLED -BLOCK AT JAMBS fm - 2" PSI MIN. ENDS COUNTY Z q G h_ n FE 2 0 A, 0 O OUR n O doo 0 t Ir a 2g IL 10 as§f gu IGL.ANCHORs IN N PAPS CLUSTER OF q PARS Ai STILE ENBS 9 g SEE 0XV. MR SPACING a m ut 1O _ -. lnutaucrlM,v1® nrlYWwimlCe/idlR A�Sax No �_ G� LZ'_ol E+Ph4Ye0� cM YA amwing no. W11-47 LamMn m." Awv�ft IS-41fig O1 �F M TPIGL NCHORS IN PAIRS SEE EIEY. FOR SP0.CINC;? � III SHIbS OFOWbIQ IIO. W11-47 4.703 o)a ,lu 3.625� R50 m n 19. .961 .1R5 1.650 m 0 q s� ; 2764.082 j. SS66 Z R i .RSO 0 FRAME HEAD 4.so0 © JAMB/LOCK STILE OB ASTRAGAL STILE .570 F 1.500 0�N m Q 0 G N w 0o M 0 C i 9 Q6o�.i 00 QQQ 1.1l9 .949 2937 AB2 TYP. 2.923 I,,(.y.,� .Ca2 I TYP. 1898 LNU 1.125 96, 645 1• STILE REINFORCEMENT G 6 p QU .949 Ln 1.138 2.91. 123 iYP. � 082 g Oqq n © PANEL TOP RAIL © PANEL BOTTOM RAIL 1.912 INTERLOCK STILE LJ21 $ L^ 5 n i N u to SCREEN .125 I.875oys 1.5]5 ASTRAGAL m o .912 gg ul F5.20.3--1 Q FRAME SILL 2.3l9 �d Cu(ov°ii3 o Fm6�� a 1.250 .230 O .125 12 INTERLOCK STILE STIFFENER � 239 tsiBeucruv®m eRW{92>•9wB�Bw llaib pKH p Z ^ 4.922 TYP. 4.000 .]50 O ha p 1. D is Bq�I S V �- L1! INTERLOCK REINFORCEMENT _ m 0 0 ♦ AN � 5 B2a v o o Q FRAME JAMB ,5 HI -RISE ADAPTER TP 3.375 ``\\\p,^111111112j2 )) .976 HAR`P.�.. ONEaS = )5 SHORE A �. J.... v!.CFNap .231 I^ TENSILETENS STRENGTH GOOF )-19 B00 1 TENSILE WQ- 1900 P51 ` No'TaVL '**z \. g qg0 2.000 GTTION A BR ElONG1TON AT - 25 . FAN � 240 1.188 A)9 iFAA SinC G .27 SPECIRC GRAVITY 1.D p %� .109 .595 ,lFCk1'�'�4rj z ,_ arowin no. +1.a75 . .751 GLAZING GASKET AYOPoON:' G'`` PVC YATERUL BY 'POLYONE iN� �9 4'7 1� HAND RAIL 1B jONAL�\, O EKIRUDED w 'CDaRB1 PLASTCS' sheet 6 of 7 APPLY BEAD OF SONNEBORN NP1 SFAWIT AT TOP MID BOTTOM J NIS JAN8 NOTCHED TO RECIEYE HEADER AND SILL RIBS APPLY BEAD OF SONNEBORN NPI SEALANT AT TOP AND BOTTOM JOINTS Ile % 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 F R GRAIN PAN AT 17' FROM EACH END AND 21' O.C. &CODUCfYEYT�p �OwW�rol'u MM NwYf A ®m J&� 4[Z'.o I mliS . oa41 ryS U ��Nqnq D�T O p n0� O as LL� aaa� i I sHeE••.. �� a � TOSB2 - .g k i 7 9G1k },C� arawmg Do. W11-47