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HomeMy WebLinkAboutProduct Approval (3) .Florida Building Code Online Page 1 of 1 t FILE Copy K FOd�(z�t11pD( BCIS Home E Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff SCIS Site Map Links ; Search Busines Professi gyral USER:Public User Approval Regulation QAl�! 11�!Qlll'�}j}Illf��� Product Approval Menu>Product or ADDlication Search>Application List Search Criteria Refine Search Code Version 2014 FL# 243 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Appiications FL# Type Manufacturer Validated By Status FL243-1117 Revision PGT Industries Miami-Dade BCCO-VAL Approved History Ca S (786)315-2590 Subcategory:Fixe *Approved by DBPR.Approvals by D sewed and ratified by the POC and/or the Commission if necessary. 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Product Approval Accepts: SeCtlrit'NGTt1Y�S 1 https://www.floridabuilding.org/pr/pr_app_lst.aspx 4/11/2016 MIAMI- MIAMI DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidRde.gov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 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 theZr:tiefs1'P!W7-701/720/820'1 - DESCRIPTION: Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section 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#13-0502.03 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.15-0528.26 MIAMMADE COUNTY Expiration Date: February 19,2019 ...., , f2)�� Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,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 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212, dated 03/21/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NDA No. -13-0502.03) 2. 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 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 031105.01) C. CALCULATIONS 1. Anchor verification calculations and structural anglysis, complying with FBC-5th Edition (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manue Perez Product Control Exa Wer NOA No.15-0528.26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas©(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with'FBC-5'h Edition (2014), dated May 20,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. Manue Pcr Product Control ami er NOA No.15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 TABLE 4: Window Deslgn Press uI*(+/•,psQ for Glass Types 2&4 OW Side M 67-T78 72 78 BO 84 88 92 98 10D 104 109412 112 118 120 124 128 132 138 140 144 30 +1.80 1 +140 +/40 1 +/40 +/-80 +1.60 +/-80 t/•80 +/-80 71.80 +/-80 +/-80 N-80 71.80 +f•80 +/•80 +/•9D 71/.80 +1.80 +180 32 +140 1 +/40 +1.80 +180 +180 +h 7-80 +/-80 +140 +1.80 +/-60 +180 +180 +1.80 +140 +1.90 +1.90 +1.80 +/•80 34 +1.60 1 1180 74D 4/80 +140 +/-o0 +7.80 7180 +140 +180 +1.80 -1-80 -1-80 +1.80 +1.90 *1.80 +180 PRODUCTREVISBD 38 +1.80 1 +/•80 +180 +/40 +/-80 +180 t1-90 +/-80 H-a0 +180 +f4 +180 7)40 740 +1.80 +1.80 as complying with the Blm(de 38 +18(t +180 +/8D 0-80 +140 N-90 +140 +1.80 +140 7148 7180 +180 7.6D +/40 8ui(ding Coda 40 +180 +/80 +140 +/•90 040 1180 +/40 +/40 ♦140 +140 +I-Bp N80 Acttplmca No>'6 pJ� - 42 +1.60 +140 r/•8D 08 71.80 +140 +1.80 +/-Bo +180 +Teo +140 Picot! ,Data )� 44 +140 +1.80 +14D 0.80 +1.110 +1.80 +140 +140 +1.80 +140 Dy 48 740 +1.80 +1-80 4!•80 +res 7-80 +140 +140 +140 Mi Dad¢ d¢ct I 48 790 4140 +140 +!•60 +1.80 +140 +I-8D +/-80 N sD +7140 t/.9D +140 +1.80 +r80 +140 +1-60 NO CHANGE THIS SHEET 52 +1 0 71.80 +/40 +140 040 +!•79.1 54 +140 «140 7r•8a +140 +1-7&6 Jr DATE:07/02/15 58 040 +1.80 +180 58 +180 +/40 +/80 80 +1.60 +180 +1.79.3 2 +!•8p +7140 u 84 4/80 +140 66 67.7!8 1 0-80 Q Q NOTES: a In •Aay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O 0 c 3)FOR ARCHITECTURAL WINDOWS,,RND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N n a1a0 O m 03 Z r LL to to Z UMOIQ UU X6 d ❑ L Z ON O 0 00 5 at 1-1/16'NOM. TABLE DIMENSIONS MAY BE ll� U' 0M0 7/18'LAMINATED GLASS STACK 7/16"LAMINATED ORIENTED VERTICALLY OR o> O p Z N o GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. ''Z 0"Z F LL 3116'HEAT STRENOTHE D GLASS SIDE ABD"PV8INTERLAYER 3116'TEMPERED GLASS LONG maw M 3116"HEAT 3119'HEAT STRENGTH ED GLASS F- LONG SIDE }_ 3/18"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711 V AIR SPACE ,090"PV8 INTERLAYER ` Z lL 73-34S 4 t1 5 11 SHORT N F s/a USED Al' URVEO SIDE O N Z FRAME MEMBERS ONLY USED AT CURVED + SHORT K aIWS RAME MEMBERS ONLY 20 519' 1 SIDE a Z D- ($11-7/8'O.C.MAX, GLASS SITE (g)11-718"D.C.MAX. GLASS BITE O Z N N 1 3 1-3 rr op ' N 5t EXTERIOR EXTERIOR V ++- LONG SIDE •-►•) LL 0 Q.IL 5 20 13 ] 22 21 13 0011 osa0 seuag GLASS TYPE 2 GLASS TYPE 4 SORT IIDE yqr SIDE\` �.� y 1LYNly �`` .���•''410ENSC''•F.Q i� r1o.5B705 rY SHORT ���iii...... .. SIDE �,..�.•, �. ST TC F tfj�• J 1111111111th" A.LYNN MILLER,A.E. P.E.0 Solos 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EMBEDMENT EDGE OR FRAMING,SEE TYPE B DISTANCE NOTE 2,THIS SHEET TYPE C INSTALLATION EMBEDMENT 1%WOOD BUCKSTR TYPE A 114•MAX SEEING 2,THIS ET EMBEDMENT I SHIM 7YP.ANCHOR TYPE,EMBEDMENT AND • EDGE PRODUCfIU?VISED • ..•; EDGE DISTANCE PER SUBSTRATE, DISTANCE pgpp1Tp(�ngv4��ePloridn do EDGE SEE TABLE 8,THIS SHEET °'"+ BaddutBCaN tS'O Acceplanu No •�9 DISTANCE •i 8 Irel nDate 114°MAX •.. . 1 SHIM 1 Nj( ado roducl 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE Q NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, rc DATE:07/02115 SEE TABLE B.THIS SHEET 11 co USEDATCURVED EXTERIOR z 29 FRAME MEMBERS ONLY '' •6. n @ 11-718'O.C.MAX. 4 •v' 11 + •, CONCRE7 HOR • I IBLE LIGHT WIDTH= 5 L PER ANCHOR REQUIREMENT 7'�� WIN OW BUCKWIDTH-2-3)4' � ;•'�•�� �, INDOW BUCK WIDTH CONCR E/CMU `.L Q WINDOW TI -TO-TIP WINDOW WIDTH P NCHOR a 'ad EXTERIOR BUCK � QUIREMENT HEIGHT 1/4'MAX.SHIM HORIZO AL SECTION A- >°- a TIP-TO-TIP _J o Z 9 j� WINDOW 412 STEEL Z LL �LL CD Z -wo 11 HEIGHT VISIBLE LF-DRILLING SMS •� LIGHT (G5),SEE TABLE 8, TABLES: W HEIGHT= THIS SHEET Min,Edge Max O.C. U CWO X N o WINDOW \ Anchor substnle Distance Mtn.Embedment Spacing W Z m Q W 5 onw BUCK .T.soNMm Ino(9 =0.68 8 ' ' F HEIGHT- INSTALLATION #12 ar#14410896orew Aluminum 8003-TB mIn. 0• 2 o Q O A o 2-3/4" A38 Steel 318' 0.0113'• 12' <Z d Z F LL METHOD D steel Stud Gr.33 min. 318' 0.045' 18 Ga• 12• g O INSTALLATION ANCHOR P.T.BoulMm Pine G=0.85) 0118• 1.318• 12' _, 0) UNDERNEATH THE Aluminum,81183.78 min. 378' .003•• 12' Q Z BEADING 012 or#14 Steel Screw(05) A30 Slee) 318' 0.083'• 12' Z F EXTERIOR 1aa45 Steel Stud,Gr.33 min. 318' 0.045'(1B Ge• 12• 10 Un9routed CMU,(ASTM 0410) 2.112' 1-114' 12' MIAMI-DADE APPROVED MULLION V4'410 8S CrelaFlex Concrete(min,3.35 keg 1' 1.31,P 12• tom' 0 21 (SEE SEPERATE NOA),ALUMINUM, Concrete min.2.85 kel 1' 1;114' 12' S 8 STEEL FRAMING OR STEEL STUD. O Z 1a�9 Concrete(min.2.88 kaU 2-112' 1318' 12' a Z SEE SUBSTRATE PROPERTIES, 1/4'81ea1 Ullmwn O o 0 TABLE 8,THIS SHEET Un9rouled CMU, ASTM C.90 2.117 1.1/4' 12' W fV N 5 Grouted CMU A9TM 69(1 2.117 1.114' 12• p 0 i aQ �1/ SHIM Concrete In.3.6 ksq 1-114• 14314 12' 3 X 8118'Blasi Ultmcon Orouled CMU ASTM C•80 2-012' 1.314' 12' d d •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL . eAll rased saps 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET CONCRETE PER ±��•a��•''L(CENSF' EMBEDMENT ANCHOR INSTALLATION NOTES: •' °• '•,�� ` .�'` REQUIREMENT SSC r' ••'.)`C No.50706 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. — _ 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1(2',1X WOOD BUCKS ARE — INSTALLATION �— EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE,WOOD BUCKS DEPICTED AS'2X"ARE 1-1l2'THICK OR GREATER. '•� 7�, �S I� DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING n ST k7E OF TYPE SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. '.�!`�'•.FLORIOP,•'' VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL;THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ''�Illlllt��` 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E. IL P.E.#58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT REVISED as canplying with the Flodda Building Code (CJ• r9 .2(a AcceplatcoNo k. F UAS RVED ANGLEDICURVED L irellarDnto 2019 FRAMEURVASSEMD FRAME ASSEMBLY py. 90'CORNER 90°CORNFJ2 Mian ede Product Con of FRAME ASBEMBL FRAME ASSEMBLY I I t < NO CHANGE THIS SHEET 15 10 ALL CORNERS TOALL CORNERS 70E GASKET USEGASKET ANDSOR SEALANTAND/OR SEALANT I N nae QUAL•LEG FRAME � �jQ NGE FRAME VA NEOUAL•L FRAME RIOR I MITERED FRAME WITH INTERIOR Ch� AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS OJ W r FLANGE E (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT O LL N J o Z u,x S OSCREW BOSSES.SEALANT AT ALL CORNERS 9CREWBOSSES.SEAIANTATgLLCORNERS z iii. - W g 30 30 U111(Wj XD d 0 W o I-Z m0 =U• sa n� 00 O I �- 2.784• 2.784' 2.784^ Z M z F- 8 O .Gees" �I1.— .094• -�Il..� .094^ -- 41— TABLE 12: .074° 2° .074" 062° .074• 082° Z o 1.375' 1.375°1 Lo�i N Q Iaa4S Item PGTPart# Description Material TT Z Z# 1.8 438' } 50V 438• 500• 438" 1 � O1 42630 Flanged Frame Alum.6063.76 1.000• T ,a 050^ --I{-- •050•' €� 2 4285 Equal-log Frame Alum.8083 T6 .500^ 1 a50 —�� Z 1.125^ 3 4266 Integral Fin Frame Alum. O FLANGE FRAME OEQUAL-LEG FRAME 077' o § 09 4 4265 7116"Lad.Glass Seeding Alum.6063.76 #426310,60133-75 2 #4285,8083-T5 �— w 6 4264 I.G.Glass Beading Alum,806376 3 FIN FRAME X O ao O #4256,6083-T5 tL ca 6a 4270 Installation Fastener Cesar Alum.6083.76 anu '0s33 cauas Bb 4224 Installation Fastener Cover Rigid PVC 11 10 706890 Gaekat(at BD°comer Joints) Polyethylene .970' J_ ,348" 1.037• \\ NY•LYNN 11 1 TP24718 jMnyI Bulb Weatherstrip Flax PVC,Duro.65+1-1 e75• .875• �I P�,•'' LICENSE.<<�c� 13 Dov 899,GE 7700 Silicone or Equiv. lul y5 ►—u ID y'' 20 71052K Setting Block,Mono.3119'x 711V'x 4" Neoprene,Duro.86+I-1 �—. ,050• 1—�IF�— '050 No.50705 >} 050 21 71704AK Setting Block,I.G.3118"x 1.3137'x 4" Neoprene,Duro.85+1-1 7/16"(AMI I.G.GLASS INSTALLATION = i 7 22 DURAK716 7118"DuroSaal Spacer GLASS BEADING 5 BEADING 68 FASTENER COVER p`., sfATe rS 29 #8 x 1.114"FH SMS Stainless Steel O #4255,6063-T6 O#4254,6063-T6 O #4270,6063-T5 q� 30 781PQX #8 x 1"Quad PH SMS Stalnlsss Steel J��SSrIUNnL �rlllll Vlil J A.LYNN MILLER,P.E. P.E.056705