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Home My WebLink AboutUntitled (5) 11 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 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) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal° spacer system, Super Spacer°NXTTm spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No, FTL-8717, FTL-8968 and FTL-8970, dated 11/16/115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Ida1mis Ortega,P.E. I (Submitted under previous NOA No. 16-0629.12) 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 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897,dated 08/01/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P rez, ' E,. Product Control I xa,titter NOA No. 1 -1614.09 Expiration Date; April 30,2020 Approval Date: October 26,2017 E-1 11 1 PGT Industries,Inc. 'NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. 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. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated I 08/10/17,expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS I 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 1 6th Edition (2017), dated August 29,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 9,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control,dated 6/26/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,1 signed by Ishaq Chanda,P.E. . (Submitted under previous NOA No. 16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12,issued to PGT Industries. Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring, on 04/30/20. I, Manuel e z,P.E. Product Contr amin'er NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 1 I GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE 1)71415 PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS O' IMPACT RESISTANT TABLES 4-13,SHEETS B-70 THE FLORIDABUIDINOCOOE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHI} MAX.BUCK WIDTH SEE TABLES 4.13 •,•,,_ MAXCOXyyI(TI}( ETPBLE54-9 '-- (SHORT OR LONG SIDE) BUCK ,DTH OR SEE MET 2I SHUTTERS ARE NOT REQUIRED WHEN USED W WIND.BORNS DEBRIS REGIONS. (SHOMAX.O.C.SEE 135'MAX. FOR INSULATED GLASS MSTALLATIONS ADORE 30'IN THE HNC,THE OUTBOARD _ �^' E AIC O.SEE ...{ }�MAX,O.C.SEE TABLES 4-9 LITE(CAP)MUST TEMPERED. SHE: 3�-- i TABLES 4/3 1 SHEET4�F'_� I ( FR ! 3)FOR ALASONRYAPPUCATI0N57N L.SiV4141-061}5 COUNTY.S)SEONLY MWAI•DADE COUNTY - _- --T .- r D,bz Remo) !J�vy CM APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE ` •I ,-,..-•.3_„...,.G, 46 SOUTHERN PINE,ASTM 090 CONCRETE MASONRY UNITS AND CONCRETE WITH MM.KSI P:• LIGHTISIBLETH ' I IJGHFIBm� _ ...num,.0.,1., 1'I ANCHOR TYPE. A BUCK l.. )� (� �'+ HOT,,SEE r �I R*jili t.itt... T4)ALL X MO01744 D OD BUCKS LESSTHAN A'AL U'UNRLS ARE OBECONsiDER D IISUISTALLAWOONE I 1•--I,•--.,•---•--•--'._y-� •.1 TL ON 5483 1 ,) -�_—.---.--_---- -•--.11- 1 -0ay•.•un KS ED EARECTLY BUCKS DEPICTED AS 2)2 ME 1.Vi-THICK OR GREATER IX Arm 2XRUCKB(tt9EN USED) I I I {S.ART SIDE) t f 11 , JR-0&96117-UPDATED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK /// VI$IBIEr // y1SIBLE ANCHORAGE TO FBC 2pi7. OESIGM AHD LNSTAttATK}N IS THE RESPOA45tetilTYOFTHE ENGINEER{EOR}OR A ' LIGHT - A.S£E C ( ! LIGHT G SEE tARCHITECT OP RECORD,(AOR} 1 HEIGHT SHEET3 / HEIGHT 1 SHEET4 ,5)ANCHOR EMBEDMENT TO BASE MATERIALSHALLDEBEY WALLDRESSING OR f/ I`STUCCO.USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.iNSTALLATAN t I i 1 t i Fmk BUCK HEIGHT,SEE + ANCHORS SHOULD BE SEALED.OVERALL SEALND:FLASUENG STRATEGY FOR WATER 1 I TABLES 49 RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS MID*BEYOND THE IMO C. SCOPE OF THESE INSTRUCTIONS 5 0 TABLES 413 MAX.O.G `4 I I �� SNORTG51DE) ,`1.- (Xq ,,^may 8}MAX.1M'SHIMS ARE REQUIRED AT EACH ANT-80R LOCAT1OH WHERE THE PRWUOT SEE J l I M re , i Z — IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED T` _ __ __ TABLES I I I�_y O i OI LOADS.WOOD Won,BY OTHERS MUST BE SUFFICIENTLY ANCHORED TO RESIST LO'15 I 44 }.,.- ..--�� .i..,-��-. ��tLt. TE 110 �y0{. 0 IMPOSED ON THEM BY THE WINDOW. B-.'.i--••� A DAX,.- (►- 0-m--- t25'MAX...--j O A _— - A 7)DESIGN PEESUSRESI - - I-. TYP,INTEGRAL FIN&J-CHANNEL Oy+$ E o /.NEGATIVE DESIGN LOADS BASED ON STRUCTURWGYCLE TESTPRESSURE,FRAME --. - 2 ,D ""tw 2 ANALYSIS AND GLASS PER AS'DS EI300. FLANGE FRAME(90°CORNERS FRAME 100*CORNERS) x 0 B.POSITIVE DESIGN LOADS EASED ON WATER TEST PRESSURE,STRUCTURAV CYCLETEST (ANCHORED THROUGH NAIL FIN) t3 $ ° PRESSURE.FRAME ANALYSIS AND GLASS PERASTM 51300. 1.251 MAX �E. u '* C.DESIGN LOADS ME BASED ON ALLOWABLE STRESS DESIGN.ASO. As 2 0 WIRE ANCHORAGE METMODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS ......"1".. - •�� 41 S D. CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33.TO%STRESS INCREASE /� / - -. } `�-'-,-A' I Z i p (HAS SOT BEEN USED IN THE DESIGN OF'THIS PRODUCT.THE 1A LOAD DURATION FACTOR / ` al .. WAS USED FOR THE EVALUATION OP ANCHORS INTO WOW.ANCHORS THAT COME INTO '0'C' 3 MAX O.C.SEE_ ♦ I OG. • al CONTACT WITH OTHER DISS:BLAR MATERIALS SHALL MEET THE REOUIREMENTSOF THE SEE TABLES ' I TABLES 4.9 - I SEE 1 g 1>iv5 FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. /4.13 ._1 �l !�i TARLES 0 z N B)METAL SUBSTRATE TO MEET MIN.STRENGTH ANDTHICKNESS REQUIREMENTS PER ' MAX OD. '1 W CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING / SEE TABLES �/ p O _ A RTSOICDOR %/• j/////// VISIBLE I 4.13 /'/ / ALIGHT I � ; X '. o 10)REFERENCES:TEST REPORTS FTE-7887:ELCO ULTRACON NOK ELCO CRETEFLEX NOR // HEIGHT I 7 I ,/ // HEIGHT 1 O LL y ELODAGOREGATOR NOREN£RGI WINDOW AND POOR FROFRES,LTDWHGTEA /lf 1 1 MAX BUCK cm E j L. N} BRONZFILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN ( UAL BUCK r ( HEIGHT.SEE U Z W SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAFSPA NOS&ALUMINUM DESIGN MANUAL / HEIGHT. If TABLES AB tj VA R 11)7VB'=.080.TROSIFOLG)PUB BY KURARAY AMERICA INC. I VISIS[E ! (LONG OR NSIBt£ SHORTOA .y.I x+0 rS,,rS 'SO'+.090'SENTRYGIASDINTERLAYER BYKURARAY AAERICA INC. I _LIGJIT WIDTH —'—..J SHORT SIDE) LIGHT WIDTH BIDE} \\,111111,11/IIIIY 11 I .ON`(LYN}) o GENERAL NOTES-----..- »......I VISIBLE LIGHT FORMULAS 5 MAx h _-- — 1 -f-L-' ---- 1 :��0'4 •VGENSF �G,�% ELEVATiONS.._.......................�.1 — T- T ! t', '�P FRAME.GLASS IS ANCHOR WIDTH:BUCK WIDTH.4.515' I I MAX O.G ^..-6'MAX 1SS•,J Y�'�' O.C.SEETABL£54.4 1.25'M/AX. NO.S8705 HEIGHT:BUCK HEIGHT.4311V I - MAY. '*; :*_ OPTIONS.._.....—._,.„,2 SEE TABLES 4-13 _ .."'"...4...7-..L.- INSTALLATION.FLANGE& CODES,STANDARDS USED: MAX BUCK WIDTHSEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 4-S EQUAL LEO._„,.__»_...._3 *2017 FLORIDA BURPING CODE(FBC).*1.EDITION ~+- (SHORT OR LONG SIDE) (SHORT OR LONG'SIDE) •-'� • It6TA-CHANNEL-- KPW6 ..0314 4,,,,,FLORIDA BUILDING CODE TIM).SDN EDITION TCP.INTEGRAL.FIN O 5TYt,� JLHANNEL-».„_._.___4 TCP.EQUAL-LEG/BOX& ,t�, GLAZING DBTALS..»__.._..S + SWAN FLANGE FRAME(CURVED .I-CHANNEL FRAME(CURVED OR C, •44�H•.-,j7,5' +ANSUISUU OS-2013 FOR WOOD CONSTRUCTION DESIGN NASSEN558ULY..RES „._•610 *ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) (ANCHORED THROUGHANGLED NAIL FIN) /�,7,'OINp41EN,,\ *NSC 38610 ALYNN MsIES PE , P.FJ sous ,111 J Czg mptt 9� i Ir w..• iI(T " ` o. s .,' — G_ -. _ ... ,. e `1 '' ppop Illllllla Op :LL ,1; Kw4 6 I W S 1 Q N m 11 o 1 o w P - N }n O c LI I °oQ a, 64 ° I — O� w d 1 d Ti ams sea, I =LI.S "� ' ° 11 i I gIn u$1L 1I "� riØ oFr-..- . }7gg1 z$ a O o `� r' ij d srns v{ z 2 w I ACDNS 3 4y W Rg O .. ,=•.-6 E. 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