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HomeMy WebLinkAboutNOASCANNED BY Ml®� St. Lucie County MMI IA-DADECOUNTY PRODUCT CONTROL SECTION DEPARTWZfr OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARDANDCODE ADMOUSTRATION DIVISION T (786) 315-7590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amldede.a9v/eeonomv 3133 S.W. FL FILE COPY?6,��., � Pembroke Park, FL 33009 � ©� � � �3 �_ Par 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 -Danner, the manufacturer n71l 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: Atlantic Series Aluminum Sliding -Glass Door —S3LL APPROVAL DOCUMENT: Drawing No. W04-80 Rev L titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by ALFarooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Abroad, 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: Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Exterior) DP shall be limited to sill height per sheet 2. 2. The total tested frame area must not exceed 180 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel M requite channel reinforcement (item #3I) at Bottom Rails. LABELING- Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 removalofNOA. 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 NOA 414-0807.18'and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewedby Ishaq L Chanda, P.E. NIAPRD MCOUNTY lVo.17-1218.2 Expiration Date: December 24, 2019 Approval Date: February 15, 2018 Page 1 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manuficbaer's die drawings and sections.(SubmMed underNOA# 12-0131.14, 09-0520.07) 2. Drawing No. W04-80 Rev H, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Famoq Corporation, dated 09/10/04 and last revised on 12/18/14, signed and sealed by Javad Abmad; P.E. B TESTS (submitted under hies# 12-0131.151#09-0520.08) 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Smal Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10108, signed and sealed by Carlos Rionda, P.E. (Submitted under NOA# 09-052Q07) 2. Test reports on: 1) Au Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.21, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4183, dated 05/18/04, signed and sealed by Edmundo Largespada, P. E. along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2652, dated 05115100, signed and sealed by Aldo P. Gonzales, P.E. 3. Additional referenced report FTL 1622, per SFBC, PA 201, 202 &203-94, prepared by Fenestration Testing laboratory, Inc., signed and sealed by Late Gilbert Diamond, P.E., along with addendum letter dated 05101198, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 51 Edition, prepared by Al Farooq Corporation, dated 07/23/14 and revised on DEC 03, 2014, signed and sealed by Javad Ahmed, P.E. 2. Glazing complies with ASTM B1300-02 & -04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E- MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.12-1231.09 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP TH - Saflex and Sakes HP Composite Glass Interlayer w/ PET Core", expiring on December 11, 201 & It e:g i. C6.4�-J— baq L Chands, P.E. Product Control Examiner NOA No.17.1218.21 Expiration Daft December 24, 2019 Approval Data February 15, 2018 E-1 EGS InternationaL LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014,51 Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/04114, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance as part of the above referenced test report. G. OTHERS 1. This NOA revises & renews NOA #12-0131.15 expiring on December 30, 2014. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-80 Rev I, titled "Atlantic Series SM 130 Alum Sliding Glass Door", sheets i through 8 of 8, prepared by AL-Farooq Corporation, dated 09/10/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmed, P.E. Note: This revision consist ofeditorial changes of FBC 17 (61h Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Mami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0423.16 issued Eastman Chemical Company (MA) former Solutia Inc. for "Sallex HP Clear and color Glass", expiring on April 04, 2018. F. 1. Statement letter of conformance to FBC 2017 (6th Edition), dated 11/14/17, prepared by A] Farooq Corporation, signed and sealed by Javad Ahmad, P.E. H OTHER 1. This NOA revises # 14-0807.18, expiring 12124/19. L Chanda P.E Product Control Emmtaer NOA No.17-1219.21 EspWtionDate: DKvmber24,2019 Approval Date: February A 2018 E-2 DAYUEE OPENPM:S: DLO. HFIWR � PANEL HEIGHT - 0.575' DLO. WIDTH PANEL HEIGHT - DOOR HOW - Z' ATLNTIO SERIES SM 130 ALUM RIMING .JARS DOOR SEE SMEET Z FOR DESIGN LOAD CAPACOV OF DESIRED p/SS/REOff. USING CI MR ON SHEET a SIECT ANCHOR OPTION WITH DESIGN WTB(O MORE TNM( DESIGN LOADS REOUGFD. LOWER DESIGN PRESSURES FROM OIA9 OR ANCHOR CHAIRS WILL APPLY TO ENTIRE SYSIFN. 3 3/W' MAIL` r4 31V (S2 CHAIR M MDFA DOOMS WON SORTOI ODOR W) OOGI IPARC RIDIM v 13/1a• IAAC 1110 AMOMM r OR B ^I 3MAX. E AT DOFIUOovAsut" DOS C fR: GQI 3 141 CMMSN \J- . 1 -`. • ,A7 . DOS ' A»nlmmD ' i SIE0INRS ON I I X c X O$ O A a AD aYs• \ a r Sa. 01 ova \\` RAND VIRGIN OT• IRL ANCHORS W OR A IRpWCl01Y® / —AANU WOW 0 ORERIOCM/ASTWAGAL Elm3 SEE 91[LT a OOR G°AOIY "weOIiM 3qm" N�IL'4&11 9 PAIZLS L"+ II MA° GI s�imim� � I SYPI A� rl� TI:srED urArt THIS PROM CT (IRS BEEN BEOG5D) AND TMED TO OOMPI.Y MRN WE REOIRItET1dI3 OF THE lOIA (STN [OIROIQ/Z017 (DIM [DOD) FLORIDA BMIDrfa COOL DammD Hai YFLDCIIY HIOOCIME ZONE wWGG. IV OR 20Y MOOD SUCKS 0 BACK FASTENERS BY ONERS, MUST BE DESIGNED AND I .VERIAMY TO WAI MEA APPLIED PROWCI LOADS BUILDING ANCHORS SMALL BE CORROSION RMWANT. SPAM A SHOWN ON DUARS O0 L1M AND INSVUED PER MWWS MSTRVCDG6. SPECIFIED EABOD W TO ELSE WTOOAL STOLE BE BEYOND MALL CW64NG OR SRMCD, A I= DUINIOII IXW.SE 6 USED OI DESIGN OF ANDOI6 INTO MOOD MY. A.L. sG6 TO BE KOH QUACT. NOW-RETAILIC MID NON-0GPPESMAL WTERIAI.0 OIGDODIO MIT NOT Isamb TO WENT OW INTO CONTACT MIEN DINER D®11LAR W SHALL um THE y IROumawas or THE 20I4/2017 ELOROA BTDO, CODE A AOOPRD 3MtmMHD6. ¢ To BE AAIALYEDO SEPARAMOI III �(aDMO OR0 (sam H0 APPROVEC APPOGBEE EGRM REWIREMIM TO BE RENERm BY AML EGSVNB(NyATtGM INSIX.L.007IONS MUSTSSE IN ACCORDANCEWIN ALL SO1W114,T0 DISTIGX BE TREMCO SPECIREM Z ". 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MAUD=m4m i17A TYPICAL. ANCHORS: SIE BEY'. xm vmm AT 834LD — — -L PiOI-1/2* 1/4• ou T;;mQr''c-, rst 5-ImINTO 2Bf WOOD BUCKS OR WOOD S(RUCNRES YIN. PENERUnON ONTO WOOD TNRU 1BY BUCKS INTO CONCRETE 1-1/4• YIN. EMBED INTO CONCRETE •L6'" 1/4• NLL n��' (r,in 16 Fl-tm M dREMY INTO CONCRETE I 1-3/4' YIN. EMBED I • 7WE 'CC- 1/4' INA SELF DRUM SCREWS (MODE 0 CRO INTO MMNK-DARE COUNTY APPROVED MULLIONS OR INTO YEfAL STRUCTURES (MEAD/JAMBS) (3) THREADS I N. TO EXTEND BEYOND METAL 7HICWIF55 ALUMINUM. 1/D• TKK. ION. (6083-75 YOL) Sm. 1/B• THX. MO(. (FY • 38 KSI YIN.) L_ OTIB x Mxan rllN ALIAMIW m m PIAIm a PANBO). J T�4TypE —AT BIIA—(ry•m Im—rj•Im— If F�Q7 .B3�I/rD ^ DRECLY NM CONCRM I r•— — —. —.— —AT AAMIB9----•—•— —1 1/4' DUL IRTN1mN BY 'Ffm• 0i 177 K% "IN III INTO 28Y WOOD SUCKS OR WOOD SIHIM ES I-I/2' MIN. PENE'NAnON INTO WOOD AD I THRU Ief BUCKS INTO CONC. OR BLOCKS I 1-1/4• MIN. EMBED IMO CONC. OR BLOCKS TYPE •U'- 114- e 4 to AWN BY'n Co- K % "in Ia0 I DIRECTLY INTO CONC. OR FUED BLOCKS 1-3/4- YIN. EMBED INTO CONCRETE 1-1/4' MR EMBED INTO BLOCKS • TYPE-'C' AL 2 0R 4m r 1211111111 _aCREws (MaAE 0 tla) INTO MV&G-DADE COUNTY APPROVED YUYANS OR INTO METAL S(RUCNRES (MAD/JAMBS) (3) THREADS MN. TO EXTEND BEYOND 1BTAL THICKNESS ALUMINUM: I/11' TINL AM (6063-T5 MDT.) SIEEL• 1/9' DOL UK (Fy = 36 KST MIN.) L— fM1B w mKOcr rnlK VYrvwuM m m IAATm N PAo11m) J ANYJIDB M1cr tIRT4NGR INTO CONMETE • 2-1/2' M2A INTO WOOD STR • 1' YIN HID METAL MMTURE . 3/Y MIN. WOOD AT RDA SIL OR AUDIS SO • O33 Mn CON=TTE AT WA. BILL OR JAMBS fa • 30M PSI M0L C-90 HOUVII/FlUEO COCK AT 4A MS fx • tom PS Mn mOmrRY® awill aDlaa>••Nbgtm .pA�triklld lYY•9 A9.fo� BSc B 7 'Av; i•.ec .a:m O O I p I1_D TT O 4 PAWS 11111,11m,911i SEALANT: R f ALL JMM AND FRAME CONNECTIONS SEALED WITH g b G WNIIE/AWWNUM COLORED SILICONE. B o B MAIOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED '11,91 X6 WITH EXPANDING URERAJE FOAM Ile AM INSTALLATION ANCHOR HEADS TO BE SE40 t ! EXPOSED ANCHORS TO BE CAPPED WITH ALUM BUTTON COVB6. W - 1116N EEC 0 7 200 . W1 a ]/1811 X ] 1V WEEP suns AT WED QUARTER POINTS OF EACH PANEL V ,a1.y �. t ..• •:•'l • :.... W2 . ]/B• WEMOLE AT 8• FROM ENDS �'i•' ' i�O • g •'••�' :• • •.• ••• AND CENTER OF EACH RAIL ] •�•,l••• few. mW P31 M�mL� - M i� 7 II i tl • 1.731•rDMDK 1¢TAUA:) WOOD BACKS NOT B/ ECS INR, MUST SUSTAIN 1WYPu AIfJ00 w rA°O NOf °m• LOADS IMPOSED BY CLAZWO SYSTEM AND TRMZM ,'ti, OF Em I" Aa da m MN]T TAA'6TW MpfN1 THEM To THE BUILDING STRUCTURE. ll�� MMM09 To sN°KtuAc ,. . ••.... •:.d4. 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