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HomeMy WebLinkAboutNotice of Acceptance, ALUMINUM SINGLE HUNG WINDOW r i M.�.AM�-iQA�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 2b8 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 `'NOTICE OF;ACCEPTANCE (NOA) iP72 wwWmirnidade,sov/per'a/ : Trulite Window&Door Solutions,LLC 8130 NW 70 Avenue "', !- t• ,, ( ' ``•' �..( ,'J! , Medley,FL 33166 y ' 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 PERA- 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. PERA 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 112500"Aluminum Single Hung Window--L.M.I. APPROVAL DOCUMENT: Drawing No.W05-37,titled"Series 2500 Alum. Single Hung Window (L.M.I.)",sheets I,'2,2.1,3,•4 and 5 of 5,dated 07/26/05 with revision E dated 12/23/11,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#10-0428.02 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.12-0118.18 MwraanaoacouHr:r Expiration Date: December 01,2015 Approval Date: March 15,2012 Pagelll i Trulite Window.&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Mamufacturer's die drawings and sections. 2. Drawing No W05-37, Sheets 1,2,2.1,3,4 and 5 of 5,titled"Series 2500 Alum. Single Hung Window(L.M.I.)"',prepared by Al-Farooq Corporation, dated 07/26/05 with revision E dated 12/23/11,prepared by Al-Farooq Corporation, signed and sealed by Javad'Ahmad,P.E. B. TESTS 1. 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 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-6088,dated December 02,2009, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 10-0428.02) 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 single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5250,dated July 3 0,2007, signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0316.09) 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 4)Forced Entry Test,per FBC 3603.2(b)and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-04-1419A,dated Jan. 20,2005,signed and sealed by Ivonne Ghia,P. E. (Submitted under NOA No. 05-0810.04) 4. 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 single hung window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-04-1419B, dated Jan. 21,2005,signed and sealed by Ivonne,Ghia,P.E. (Submitted under NOA No. 05-0810.04) Manuel Pefez,tE. Product Control EXiLmineir. NOA No.12-0118.18 Expiration Date: December 01,2015 Approval Date: March 15,2012 E-1 r 11 Trulite Window&Door Solutions,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-200.7 and FBC-2010,prepared by Al-Farooq Corporation,dated 04/21/10 and updated on 01/04/12, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 "issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 2. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I.,Inc. for their "Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010,and of no financial interest,dated January 4, 2012, signed and sealed by Javad Ahmad,P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign 1 Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Ff., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to"Trulite Window&Door Solutions,LLC"issued by State of Delaware on 10/28/11, signed by J.W.Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.),managed by Arch Intermediate Holding,LLC,Tamarac,Florida,dated 01/22/10. b. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10,managed by Arch Intermediate Holding,LLC. G. OTHER 1. Notice of Acceptance No. 10-0428.02,issued to Arch Windows, LLC dba AWP,for their Series"2500"Aluminum Single Hung Window—L.M.I.",approved on 08/25/10 and expiring on 12/01/15. Manse ,P.E. Product Contra aminer NOA No.12-0118.18'1 Expiration Date: December 01,2015, Approval Date: March 15,2012 E-2 53 1/8' 53 1/8' �� Q WINDOW WIDTH WINDOW WIDTH 50 1/4' 50 1/4' z 3 D.L.OPG. (FIXED) D.L.OPG. (FIXED) p 14 3/8-MAX. 14 3/8-MAX. M' FALSE MUNTINS HEAD/SILL FALSE MUNTINS HEAD/SILL E (SURFACE BEPUSED 5'MAX.TYP. (SURFACE APPLIED) 5'MAX.TYP. 8 A HEAD/SILL MAY BE USED A HEAD/SILL p CORNERS CORNERS I] L a o n o c=_==❑ttc=o==Yl==cccc o ____ r� 4 N E I I II x g I I I I 3 0 o It II o q ao II :� II Mfl N4 11 / II 2 (D SILL ANCHORS NDOWS WITH 48 3/4' WINDOWS WITHOUT � 3^M 1 SILL ANCHORS 48 3/4' 8 LLJ SEE SHEET 2 D.L.OPG. iv SEE SHEET 2.1 D.L.OPG. FOR CAPACITIES < FOR CAPACITIES THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. 51" 51' ro a oZ SHUTTERS ARE NOT REQUIRED. VENT WIDTH 1 VENT WIDTH E1' =J"I LEV � SERIES 2500 ALUMINUM TYPICAL ELEYATION MIN M SINGLE HUNG WINDOW TESTED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEETS 2 & 2.1. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE o B COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER u 3 MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY $ N APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS °<m o W HURRICANE ZONE (WHIZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Enpr JAVAD,MW PRODUCT REVISED N EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'Fl,1 PEqL7059Y as complying with thoFlodda S CAN.3538 , Building Code 2. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Aaepwloe No $ NOT PART OF THIS APPROVAL. Expffration Date /5 £ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O C MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIAL SCREWS, THAT COME ti .11am do Product drawing no. INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .,P�, - W05-37 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. I sheet I of 5 r i EQUAL LITES WINDOWS UNEQUAL LITES(ORIEL TYPES) WINDOWS p u DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSF 1� GLASS TYPE 'C' GLASS TYPE 'C' }I MIND ON DIMS. ANCHORS METHOD'A'l ANCHORS METHOD'D' WINDOW DIMS. ANCHORS METHOD'A' ANCHORS METHOD'B' g WIDTH HEIGHT EXL(+) 1NT.(-) E%T.(+) 1NT.(-) G YAM HEIGHT E%T.(+) 1NT.(-) EXT.(+) 1NT.(-) % 19-1/8" 60.0 65.0 60.0 65.0 19-1/8" 60.0 65,0 60.0 65.0 ^_ dF Fi w 26-1/2' 60.0 65.0 60.0 65.0 = 26-1/2" _60.0 65.0_ 37' 20" 60.0 _ 65.0 60.0 63.0 n 3Y 50-5/8• v 49.2 -_-49.2 60.0 - MO 42" (3) 60.0 03.3 60.0 Mo k 4Y (4) 43.3 45.3 60.0 65.0 ^ 48" 55.4 55.4 60.0 65.0 i 41r 37.9 37.9 60.0 65.0 O u 53-1/8" 50.0 Mo 60.0 no 53-1/0" 34.3 34.3 BOA Mo 19-f/e' 60.0 65.0 60.0 65.0 I_ w I 19-1/8• 00.0 65.0 60.0 65.0 U 26-1/2• 60.0 65.0 60.0 65.0 241-1 2' 60.0 415.0 60.0 G5.0 W �SVy 37" 38-3/8• solo 64.9 y 60.0 Mo JY 59• 52.6 52.6 06.10 65.0 v '� 42" (4) 57.2 57.2 60.0 65.0 42" (5) 48.5 46.5 solo 65.0 a 48' S0.0 50.0 OD.O 65.0 48" 40.7 40.7 60.0 65.0 Z e) 53-1/8' 4S2 45.2 60.0 G5.0 53-1/8" 38.8 30.8 60.0 65.0 19-1/8• 60.0 G5.0 60.0 65.0 19-1/8' 60.0 65.0 60.0 66.0 E 26-1/2• 60.0 65.0 60.0 65.0 26-1/2• soA Gs,o 60.0 65.0 O 37• 50-5/0" 49.2 49.2 60.0 6A0 JY &S" 69.J 59.3 60.0 65.0 42' (4) 43.3 43.3 60.0 65.0 42' 52.2 52.2 80.0 t� - - 3 48' 37.9 37.9 60.0 65.0 48' 45.7 46.7 Bolo 85.0 53-1/e" 34.3 34.3 60.0 65.0 WINDOWS WITH -19-1/e• 60.0 05.0 _ _ %a 65.0- S to-1/e" 60.0 65.o Gala 6s.o SILL ANCHORS 26-1/z' 74-1/4• so,o e5.o� '60A 65.0 2e-1/2" solo - 65.0 6D.0 85.0 J7• (6) r So.J So.J 60.0 65.0 x $ 37' 59" 52.8 52.8 I 6MO 65.0 •NO. IN PARENTHESIS INDICATE NO.OF 42' (5) 48.5 46.5 60.0 65.0 ANCHORS PER JAMB. ¢m co 48' 40.7 40.7 60.0 85.0 53-1/6 36.8 38.8 60.0 G5.0 �'M'1 19-1/8" 60.0 65.0 60.0 65.0 28-1/2' Bolo 85.0 60.0 65.0 1/8-ANN.GLASS 37" BJ' 59.3 59.3 60.0 65.0 Z�}{ 42" (6) 52.2 52.2 60.0 65.0 .090 PV8 INTERLAYER M p^ 48" 45.7 45,7 60.0 65.0 SAFLE%IIIG BY'SOLUM' 100 2 SJ-1/8" 41.3 41.3 60.0 65.0 1/8"ANIL GL45S 19-1/8" 60.0 5500 60.0 65.0 26-1/2" 60.0 65,0 60.0 65.0 8 E!yL 37" 74-1/4• SM3 50.3 60.0 MO G SILICONE = m 42" (6) 44.3 44,3 80.0 05.0 CE 2800 Z 48" 38.8 38.8 60.0 53-1/8" 35.0 35.0 60.0 65.0 n y K o u ii 3 l� C ti •NO. IN PARENTHESIS INDICATE NO.OF gg ANCHORS PER JAMB � 8 GLASS TYPE ' USTV;14wD A AND-AH '1 9 CM PRODUCT REVISM IIJk PE/Tos9z �cwm91T1a8�v161d1oF1aA6. 8 CAN.35J0 A Ruilifingcode os l40 I yy D NOTE: n6rn1Ds10 15 S g 8 GLASS CAPACITIES ON THIS SHEET ARE M � drawing no. BASED ON ASTM E1300-04 (3.SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W05-37 DECLARATORY STATEMENT DCA05-DEC-219 shest2.lof 5 TYPICAL ANCHORS METAL p y t/ TAPCONs srRucruRE WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE 1� ^ SEE ELEV.FOR SPACING V O - NY y/OD BUCK TYPICAL ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1 °° :a ,• °° ,. •: I <. ' eta sMS AND TRANSFER THEM TO THE BUILDING STRUCTURE. z n g a' <b,."'•,a,•'a a° 1 SEE ELEVS,FOR SPACING 0 m o TYPICAL ANCHORS: SEE ELEV.FOR SPACING P o �3/16"OR 1/4"TAPCONS (SEE SHEET 2 FOR USE OF 3/16"TAPCONS) INTO 20Y WOOD BUCKS OR WOOD STRUCTURE O ^ 1-3/8"MIN. PENETRATION INTO WOOD c a 2 ? THRU 1BY BUCKS INTO CONC. OR MASONRY C n B 1-1/4"MIN. EMBED INTO CONC. OR MASONRY A o TYPICAL ONS TY NCHORS DIRECTLY INTO CONC. OR MASONRY p IL IL 4 c a SEE ELEVS.FOR SPACING 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O 0�� y 19 74 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) 0 3 a INTO METAL STRUCTURES LL I IM AMI-DADS COUNTY APPROVED tI STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) J IMUUJON& MULLION ANCHORS Ii ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) Q E o y g 11SEE SEPARATE NOA i� (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 J P 11 �I c 1 t II I� 912 SMS.O_R SELF DRILLING SCREWS :d 1 I J iI [ .p tg _____-_-____iJ INTO MIAMI-DADE COUNTY APPROVED MULLIONS __ (NO SHIM SPACE) O of it � ANCHOR EDGE DISTANCES � INTO CONCRETE AND MASONRY - 1-3/4" MIN. INTO WOOD STRUCTURE = 3/4"MIN. OPTIONAL TO TYPICAL ANCHORS INTO METAL STRUCTURE - 1/2" MIN. ¢� 16 20 PBOTTOM LATCH #12 SMS Gi SEE ELEV. FOR SPACING 'Al M a SEALANTS: f4 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g 3 m F © 5 SCHNEE MOREHEAD SEAM SEALER SM5555. W Z I 1 WEEPHOLES: I W1 3/4" WEEP NOTCH AT EACH END I 4 !2 I e oseo 6 14 TYPICAL ANCHORS - - ----- - - - - - - ---- o d a RR - --i - - 1/4"TAPCONS m , 2 USE WHEN REQUIRED 11 SEE SHEET 2 FOR CAPACITIES a m u o w W1 SEE ELEV.FOR SPACING 0 b 1 1!512 Eagr JAMAD CML� PRODUCI7RBVIS6D t flA PE D 70592 as-hVlylag wdth th6 FlOdda o CAN. SSB > .I•.I < de .a _ Ail IOC No -01 •ti ', �I I•e . ' e.d�sfi .. � Ill nation Gate lJr _� tl o :e ..°'i •III .' a• \ � iI'i. ' . BY drawing no. 'I$ v Y 1 ,Mimnl Ptodad .'4�. ..a.. • W05-37 L, DIT sheet 3 of 5