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HomeMy WebLinkAboutProduct Approval (2) PRODUCT APPROVAL NUMBER : N OA #15-0416.14 OPENING IDENTIFICATIONS: 4. SL MM AMP MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivNvw.inianddade.ggytg2RM Eurotech Industries,Inc. 4201 NE 12"Terrace Ft.Lauderdale,FL 33334 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"PW-800-32 Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W08-01,titled"Series PW-800 Alum.Fixed Window (L.M.I.)",sheets 1 through 5 of 5, dated 01/03/08,with revision D dated 02/27/15,prepared by Al-Farooq Corporation, 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 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 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 NOA No.13.0212.05 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 reviewed by Manuel Perez,P.E. NOA No. 15-0416.06 MIAMI-DADE COUNTY Expiration Date: March 27,2018 t YV91, 15Approval Date: August 06 2015 Page 1 • 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NOA No. 09-0929.13) 2. Drawing No W08-01,titled"Series PW-800 Alum Fixed Window(L.M.I.)", sheets 1 through 5 of 05, dated 01/03/08, with revision C dated 02/27/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2632, dated 09/15/09, signed and sealed by Candido F. Font P.E. (Submitted under previous NOA No. 09-0929.13) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-07-4156, HETI-07-4157, HETI-07-4165 and HETI-07-4166, all dated 09/21/07, signed and sealed by Candido F. Font P.E. (Submitted ander previous NOA No. 08-0131.04) 3. Test reports on: 1)Air 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 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-07- 4158, HETI-07-4160 and HETI-07-4164, dated 09/21/07, signed and sealed by Candido F.Font,P.E. (Submitted under previous NOA No. 08-0131.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 02/26/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Man el Pe P.E. Product Control x finer NOA No. 15-0416.06 Expiration Date: March 27,2018 Approval Date: August 06 2015 E-1 Eurotech Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014), and of no financial interest, dated March 2, 2015, issued by At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HETI-09-2632, issued by Hurricane Engineering & Testing, Inc., dated 09/15/09, signed and sealed by Candido F. Font, P.E. (Submitted folder NOA No. 09-0929.13) 3. Laboratory compliance letters for Test Reports No.'s HETI-07-4156, HETI-07-4157, HETI-07-4165, HETI-07-4166, HETI-07-4158, HETI-07-4160 and HETI-07-4164, issued by Hurricane Engineering & Testing, Inc., all dated 09/21/07, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0131.04) G. OTHERS 1. Notice of Acceptance No. 13-0212.05, issued to Eurotech Industries, Inc. for their Series "PW-800" Aluminum Fixed Window - L.M.I., approved on 02/28/13 and expiring on 03/27/18. Manuel Per E. Product Control E er NOA No. 15.0416.06 Expiration Date: March 27,2018 Approval Date: August 06 2015 E-2 u WINDOW WIDTH t o I FALSE MUMNSACE xis ( MAY 3 ,' � T. s o� s I O o a 7== 1 I 1 J(7 Z —IL II II ? C Z I I I I 8 M cl n Z I N Q I 11 1/4- MAX. 3'MAX. $$ _ -".. 8 HEAD/SILLLLi Ly HECOARDN S it H Z L + 0 TYPICAL ELEVATION 0 SERIES PW-800-32 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 9 OF FlX./FIX. OR FIX. WDW. WITH OTHER MIAMI—DADE COUNTY r>? APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS k IN BETWEEN. S 010,S LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Won «A ti REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRCAME ZONE (HVHZ). < 0 0 a WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FDR LARGE do SMALL MISSILE IMPACT. Eng r. CML u JAVAD AHM4D PRPREVISED PRODUCT I YaS�i 1 1UCT REV W the Florida IN ANCHORG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. M PE 70592 Building Code Io,-I+IG� o - NOT PART OF THIS APPROVAL. .3538 Acccplance No 8 irnlian Orale A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. 11y Miami adc Pladucl THAT drawingMATERIALS no. INCLUDING CONTACT WITH OTHER DISSIMILAR MATTEERIALS SHALMETAL SCREWS, MEET THE ILII W08-01 COME INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W V WINDOW DINS. GLASS TYPE'A' GLASS TYPE 'B' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE'B' M b WIDTH LENGTH EXT.(+) IM.(-) EXT.(+) IM.(-) WIDTH LENGTH EXT.(+) INT.(-) EXT.(+) IM.(-) i 20-1/2' 110.0 110.0 82.0 82.0 24• 110.0 110.0 62.0 62.0 0 m 32' 110.0 110.0 62.0 62.0 30' 110.0 110.0 62.0 62.0 L F a 37' 26' 110.0 110.0 62.0 62.0 35' 110.0 110.0 62.0 02.0 %%�, 42 --� a 42' 110.0 110.0 62.0 62.0 " 48' 110.0 110.0 62.0 62.0 '� Q v 48' 110.0 110.0 62.0 62.0 48' 110.0 110.0 62.0 62.0 (�d� 53-1/8' 110.0 110.0 1 62.0 62.0 54' 110.0 110.0 62.0 62.0 ; pF 2632' r110.0 0.0 110.0 62.0 62.0 24• 110.0 110.0 62.0 82.0 37' 38-3/8, 0.0 110.0 62.0 62.0 30' 110.0 110.0 62.0 62.0 NOTE: O 44 g 42' 0.0 110.0 62.0 62.0 36' 110.0 110.0 62.0 02.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIEMED p 48' 0.0 110.0 62.0 62.0 42' 80' 110.0 110.0 62.0 82.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 0 m SJ-1/8' 110.0 62.0 62.0 48' 110.0 110.0 62.0 62.0 Q 26-1/2' 110.0L 10.0 82.0 1 62.0 54• 97.8 972 55.1 55.1 32' 110.0 110.0 62.0 62.0 60' 1 60.0 80.0 49.6 1 49.6 Q W 37' 50-5/8' 110.0 110.0 62.0 62.0 24' 110.0 110.0 52.0 52.0 42' 110.0 110.0 82.0 62.0 M. 110.0 110.0 62.0_ 62.0 ^ 48' 110.0 110.0 62.0 62.0 J6' 110.0 110.0 62.0 62.0 r 53-1/8' 104.8 104.8 58.8 58.8 42' 72' 110.0 110.0 62.0 62.0 o 26-1/2' 110.0 110.0 62.0 62.0 48' 110.0 110.0 62.0 62.0 1 3 U � 32' r'. 110.0 82.0 62.0 54' 66.7 60.7 55.1 55.1 $ Z 37' 63' 110.0 62.0 62.0 60' 60.0 60.0 49.6 49.6 (/1 m42' 110.0 62.0 62.0 24' 110.0 110.0 62.0 62.0 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS � �M�48' I MO 62.0 62.0 30' 110.0 110.0 62.0 62.0 i,53-1/8' 99.4 88.0 50.0 36' 110.0 110.0 62.0 82.0 090" Interlaayyer .090'Inlarloysr >< N D: Kurcray SentryGlaa Soft"CP With PET Coro 7 ii 26-1/2' 110.0 110.0 62.0 82.0 42' 84' 110.0 110.0 62.0 62.0 By'Kuroroy Americo, Inc.' By 'Eostmon Chemlcol Co.' O n 32' 110.0 110.0 82.0 62.0 48' 75.0 75.0 62.0 62.0 M ?N Q 37' 74-1/4' 110.0 110.0 62.0 62.0 54' 66.7 66.7 55.1 55.1 3/16•HEAT STREN'0 GLASS 3/18'HEAT STREN'0 GLASS _ 42' 110.0 110.0 62.0 62.0 Of 24" 110.0 110.0 62.0 62.0 I V 41 48' 75.0 75.0 62.0 62.0 30' 110.0 110.0 62.0 62.0 O Z X 53-1 8' 67.8 67.8 56.0 56.0 36' 96' 110.0 110.0 62.0 62.0 3 SILICONE q SILICONE Q g b6 26-1/2' 110.0 110.0 62.0 62.0 42' 75.0 75.0 62.0 62.0 �1 GE SCS 2800 GE SCS 2800 �j M of 32" 110.0 110.0 62.0 62.0 48' 75.0 75.0 62.0 62.0 'o S \ I !I \t! 1 Ii O 37' 78, 110.0 110.0 62.0 62.0 24' 110.0 110.0 62.0 82.0 i j j I I I 42' 110.0 110.0 62.0 62.0 1. 108' 110.0 110.0 62.0 62.0 48' 75.0 75.0 62.0 62.0 36' 75.0 75.0 62.0 62.0 i! i! I ! yy SStt a q C C 58.0 56.0 42' 75.0 75.0 62.0 62.0 26-1/2 110.0 110.0 62.0 62.0 24" 110.0 110.0 62.0 62.0 y n .0 62.0 62.0 30' 120' 75.0 75.0 62.0 62.0 37' 64, 110.0 110.0 62.0 62.0 36' 75.0 75.0 62.0 62.0 6 E 6 u OO ngE� 42' 110.0 110.0 82.0 62.0 46' 75.0 75.0 62.0 62.0 GLASS TYPE 'A' GLASS TYPE 'H' O 53-1 8' 67.8 67.8 56.0 56.0 z6-1/2' 110.0 110.0 62.0 62.0 GLAZING OPTIONS o S - 32' 110.0 110.0 62.0 62.0 0 O g H 37' 96" 110.0 110.0 62.0 62.0 NOTE: 1. 75.0 75.0 62.0 62.0 GLASS CAPACITIES ON THIS SHEET ARE 4e' 75.o 75.0 62.0 62.o BASED ON ASTM E1300-09 (3 SEC. GUSTS). $y _ Engr.JAVAD AHMAD PRODUCT REVISED ,b •r n CML as complying with the Plorids Q 3 FU. E i 38 Goilding Cadc p 3 3538 Acccplmce No 1-5'041(0-JOIP 18 Fix imtkon Datc /� $ 3 1 2095 By adePradoatCOnU drawing no. W08-01 6heet 2 of 5 TYPICAL SEE ELEY ANCHORS TYPICAL ANCNORS TYPICAL ANCHORS V. 4ft FOR SPACING SEE ELEV. SEE ELLAC WOOD BUCK i0R SPACWO FOR SPACING � c W METAL .^d a v .d: < .;e: + EDGE STRUCTURE U MAMI-DADE COUNTY APPROVED Z MULLION &MULLION ANCHORS ..•a.''''.•. I• '• SEE SEPARATE NOA EDGE ,ry DIST. FFi EDGE t a DIST. I � fY „J ' g � 2 0 0 - &4g Th li I AR 3 TYPICAL ANCHORS LL O{ ! SEE ELM t ii FOR SPACING a ,1 HO S• SEE ELEV.FORDry-155KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4” DIA ULTRACON BY 'ELGO' (Fu-177AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STR1-1/2" MIN. PENETRATION INTO WOODLICKS INTO CONC. OR MASq 1-1/4" MIN. (HEAD/SILL) t` �M 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ? J az' t` O DIRECTLY INTO CONC. OR MASONRY O s _ r Z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) c E+ Ili F Ld W II ii #14 SMS OR F DRI I S.R WS (GRADE 2 CRS) F-Z II II INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/B" Ix i! STRUCTURES W a Ci STEEL : 1 I ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED) � I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. > ! INTO METAL STRUCTURE - 3/4" MIN. i k I 6 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. �i CONCRETE AT HEAD, SRL OR JAMBS fe - 3000 PSI MIN. i! ii O C-90 HOLLOW/FILLED BLOCK AT JAMBS I"m - 2000 PSI MIN. I ! o$9 n n © 2 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. Elfin JAVAD MMAD PRODUCT REVISED c 7. " d ' FIA PCM/L 70.592 'e mmPlyiog with the Florid" CAN 7SJB 3tulding Codc o •...a„' + T GE DST. • • . Acceptance No 15-�`•� }� Ex' tion U,,A �L i 15 < d • 8 . FD.. 1BY" •I lY '/tL ANCHORS B EE E�1.EVM'CHORS ..WOOD BUCK SEE FOR ELEV.SPAClNituni ode Prow drawing no. FOR SPACING EDGE DIST. W08-01 sheet 3 of 5 z P 0� f,I MIAMI-DADE COUNTY _TYPICAL ANCHORS g APPR,D CUPPED MULUON / SEE ELEV. FOR SPACING v SEE SEPARATE NOA� IY o 0 + t1 0 `� C&QQ8 � o 3LL n tLz�=c� l n EXTERIOR $•,Z a - WINDOW wiD7H _ __ WINDOW WIDTH Ej _W W Mj v � Q N J TYPICAL ANCHORS N Z W TypKx AlIGIORS SEE ELEV. '� N Q w SEE ' Iay WOOD BLCKS FOR SPAO NG/ 00 = . 1 roR SPACNG / w Ld�i T/4•MAX W�o.. SHIM CO SIM TYPICAL ANCHORS 1/4-SHIM MAX - _ O 55�ii SEE ELEV. Z FOR SPACINU W a T 1/4• ---' /2 -- ----- -- - _ �� aye• 0 METAL '+ I Y WOOD 0 K STRUCTURE W R GQ1 HOOD SiRUCTUR Qi T 3 EXTERIOR ooSS9 _ <at U D D.L.OPG. WINDOW WIDTH En9r:JAVAD ANMAD PRODUCTREVISCD a c CML as tonydying with the ImWridx FLA.PE J 70592 Building Cod, O6 0 CLAN.3538 Acceplwm No imtion Dal-, 1$ b qi 9i5 By o L Mi i a&PLoduct ef drawing no. W08-01 eMet 4 of 5 ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 4 \/ 1 ER 014 4 WINDOW FRAME 8063—T6 2 FIW 013 4 FRAME COVER(OPTIONAL) 8063—TB — co 1772 ��n .543 3 ER 015 4 CLAZINGORNER BEAD 8083—T6 = 0 9Rt L�' ` —{ 4 4 CORNER KEY 8063—T5 _ 0 F� ry 2.616 uS 4 WEDGE GASKET(75 DUROMETER) EPDMit fffN��� a O 8 — 2/LITE SETTING BLOCKS AT 1/4 POINTS(1/4'X 1/4"X 2'LONG) EPDM DUROMEIER 80f5 SNORE A g o .083 7 — — k 413 0 t n Q 2.047 V c o 9 FRAME 0 d m rD55 .203L. S a - � O 921 y N FRAME COVER (OPTIONAL) I I I g U Z e W wM I j I I x .976 Lois N a Z�wn 055 g =sof 1.004 °' Uw � IW—zo� GLAZING BEAD �{ g o 2.290 .225 .409 R FRAME CORNERS 19 .N 2.290 vzE CORNER KEY 4 0$ 0 9 y n E " agp<< o�o 9ro JAVADµMAD PRODUCT REVISED vi •1 g CML ns complying with the Flmid. Q \ FIA.PE J 70592 Duilding Cnde o G.A.M.M30 Acccptance No( "9�1`•�� S Fhtpimllon Date b 5 Dy_ I `[ Mlen1 ndc Product ntr dfowing no. J W08-01 sheet g aT 5