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Home My WebLink AboutProduct Approval - single hung FILE COPY , MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISIT(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE A RECEIVED www.miamidade.eov/economy PGT Industries,Inc. JAN 2 0 2019 1070 Technology Drive North Venice,FL 34275 ST. Ludo-COuOtY¢ PffmUla0 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"SH7700A"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 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.18-0430.06 MIAWDAD,COUNTY Expiration Date: August 23,2023 ,811 Approval Date: August 23,2018 Page 1 ' v PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dared 04/01/18, 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 S) 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 single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-18-7835.1,dated 04/03/18,signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS-202-94 2)Uniform Static Air Pressure Test,Loading per FSC,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 window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-18-7835.2,dated 05/04/18, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition(2017), dated 04/23/18,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). Manuel . . Product Control Exaihiner NOA No. 30.06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6tn Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez,RE G. OTHERS 1. None. G2��►C� Manuel eEner.E. Product Control E NOA No. 18 .06 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHORED THROUGH -- r —T___.._____ EMBEDMENT _ SEE NOTE 2,THIS SHEET. I - EMBEDMENT FRAME INTO 2XC WOOD. - 1/4"MAX SHIM 1/4"MAX SHIM-- FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. I EMBED- ( T— 4 L�BASH VISIBLE -17 ° ° MENT EDGE EDGE a I LIGHT WIDTH DISTANCE apgrova4 ae camplyit8 aIU311m _-1— L-- -� DISTANCE - 'c7,a adf.g cote 1/4"MAXSHIM - 19 9s•e! k4 Sti 27 L — ____� J _ FIXEDVISIBLE R ^ lflx9sProduel I(! LIGHT WIDTH 1 SEE TABLE ° :15., .NOTE B,FOR - HEAD TYPE _ .wv.wv..v. TYP.ANCHOR TYPE, 44 .. FIXED EMBEDMENTAND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE,SEE I 31 5 R 56 •• a HEIGHT TABLE S. .� TIP TO TIP WIDTH -- - I TYP.ANCHOR TYPE, 32 t• EMBEDMENTAND ti ro Y EXTERIOR TYP.ANCHOR TYPE, HORIZONTAL SECTION A-A EDGE DISTANCE PER W ? rO 45 SUBSTRATE,SEE. onaa EMBEDMENT AND EDGE w DISTANCE PER SUBSTRATE, TABLE 8. O o .$ 0 14 SEE TABLE 8. 1/4"MAX.SHIM }r o .atop O Q VISIBLE LIGHT FORMULAS: p� O DADE APPROVED MULLION,FBC J 0 z Z 48 55 COMPLIANT'ALUMINUMISTEEL FRAMING (SHOWN FOR HI-RISE SILL;SEE O J p o.N Z p TIP 43 I OR STEEL STUD.MAY BE VERTICAL OR SHEET 9 FOR STANDARD SILL) Z.LL m_ ' n W r a TO 13 .. _ _ HORIZONTAL.SEE SUBSTRATE. YY1DTH - U U 6.- PROPERTIES, TIP USE EITHER 1 PROPERTIES,TABLE 8. W— oD .J 63 SASH&FIXED LITE:TIP TO TIP WIDTH-5.12" W Z 10 HEIGHT .SWEEP LATCH a0 O W MIDSPAN OR 2 HEIGHT(EQUAL-LITE) BOTTOM LOCKS TIP TO TIP HEIGHTM-3.73" m Z SASH - INSTALLATION HEIGHT(PROVIEW) o VISIBLE OPTION 4z LL aQFIXED LITE:TIP TO TIP HEIGHT12*3,78" j O . LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT2.11.93- m Z n HEIGHT FRAME INTO METAL HEIGHT(CUSTOM SASH ® °p' J O @FIXED LITE:TIP TO TIP HEIGHT-SASH HEIGHT-3,55'• � Z' U T.--q @SASH:SASH HEIGHT-4.60" (lL EXTERIOR TABLE 8: ¢O LU X Qo 33 Anchor Substrate e Min.Embedment NOTES: z z .o to D sta ce 15 P.T.Southern Pine(SG=0.55) 9/16" -1-318" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON O j g C/) OPTIONAL HI-RISE #12 Steel, TABLE S.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL 42 SILL SHOWN.SEE 18-8 or 410 _ Alurninum,6063-T5 nen- 318" 0.066, INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF ap�1 asap saua5 1"WEEP SHEET 10 FOR THE WINDOW. NOTCH AT STANDARD SILL. A36 Steel 3/B" 0.063" EACH END S$Screw Steel Stud,Gr.33 Irvin. 3/8" 0.045" 18 Ga 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE \\\1111YILYN/ 1/4°MAX' 8.ALL WOOD BUCKS LESS THAN 1.12"THICKARE TO BE �� LYNN SHIM Concrete(min.3.35 ksi) 1" 1-3/4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL �� .•'•1,10ENS 1/4"410 SS ��11. F CreteFlex Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Qa;' P.T.Southern Pine(SG-0.55) 1" 1-3/g' DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND ZX BUCKS _ No.58705 `- (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER _ /' •'• 'slc NO ANCHORS Concrete(min.2.85 16i) 1" 1-3/8"• LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND = u�A�-' REQUIRED IN 1/4"Steel INSTALLATION IS 7HE RESPONSIBILITY OF THE ENGINEER.OR -0 �Urlgrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ;7S FLANG@OR Ultracon .ARCHITECT OF RECORD. EQUAL-LEG ° P.T.Southern Pine SG=0.55 1" 1-318" - 'O�TH OR HEIGHT(ALSO REFERRED TO AS •••••FCORIDP.••' \� OF FRAME SILLS •• A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. DAYISIBLE LIGHT LIGHT OPENING) MEASURED FROM BEADING TO BEADING. ' ss�ONAL �G`�� B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PAN/HMFLAT HEAD TYPE IS i rG VERTICAL SECTION B-B ALLOWABLE FORANCHORS IN THE HEAD. ////l1111%I1" C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,F.E. P.E#58705 u