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Home My WebLink AboutNOASCANNED BY St. Lucie Collnidy MI®� 0 MIAMI-DADE COUNTY. FLORIDA DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY PRODUCT CONTROL SECTION AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 NOTICE OF ACCEPTA N!'F rlvn A T (786) 315-2590 F (786) 315 2599 PGT Industries www.miamidade "ov/nera 1070 Technology Drive SCANN�_i, Nokomis, FL 34275 BY SCOPE: St. Lucie Coup" 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 "HR-510" White PVC Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191 2, titled "Vinyl Horiz. Roller Window, Impact -resistant', sheets 1 through 10 of I prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, y Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision signed and sealed by Anthon 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 ofNOA. 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. 09-0901.07 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 Jaime D. Gascon, P. E. MigMFDUryry� NOA No. 11-1114.06 Expiration Date: February 17, 2016 2lZll?i Approval Date: February 09, 2012 Page 1 L E !� ' I I C in PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1• Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191 2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1 through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11, 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 HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-090L07) C. CALCULATIONS: 1. Anchor Calculations, and structural analysis, complying with FBC 2007, prepared by manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 2. Glazing complies with ASTM E1300-02/ 04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E• MATERIAL CERTIFICATIONS 1• Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated.10/25/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime A Gascou, . L Product Control Section Supervisor NOA No. 11-1114.06 Expiration Date: February17, 2016 E —1 Approval Date: ebruary 09-, 0 N14 FS . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNVHTTED F. STATEMENTS (CoNTiNuED) 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of conformance, dated 08/20/09, signed by Robert L. CIark, P. E. (Submitted under NOA No. 09-0901.07) 5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert L. Clark, P. E. (Submitted under NOA No. 09-0901.07) 6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 09-0901.07) G. OTHERS I. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series HR 510 White PVC Horizontal Roller Window—L.M.I., approved on 02/17/10 and expiring on 02/17/2015. Cc Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1114.06 Expiration Date: February 17, 2016 E — 2 Approval Date: February l IMPACT -RESISTANT HORIZON BOX FRAME AND INTEGRAL FIN WINDOWS GENERAL NOTES, 1. GLAZING OPTIONS: A: 716- IG -5/10° WH -SOP ♦ 7/16"- AIR 1/8"A CAP S. 7/8" IG .5/18" WH • SGP+7/16'- AIR+1/8"T CAP 2. CONFIGURATIONS: XO AND OX. 3. DESIGN PRESSURES:+601-70 PSF (ALL GLASS TYPES LISTED) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-OZ 4. SHUTTERS ARE NOT REQUIRED, 6. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, THE 33113% STRESS INCREASE EfAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. APPROVED AN�ORS:1 N10 STEEL SCREW CGS) 2, 311 W ELCO ULTRACON. 0. REFERENCES: TEST REPORTS FT45916; ELCO TEXTRON NOA 07.0425.01; ANSI/AF3PA; NOS-2D06 FOR WOOD CONSTRUCTION; ADM-2005 ALUMINUM DESIGN MANUAL, 7. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE PLO RIDq BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). B. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 9. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEAUNG/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. r25/8'MAX. TYP. i 4. O.C. MAX. TYR 21/4"M nu F TTo e C ao R6' • X F-32314 VENT DLO WIDTH--) ��73" MA) 781/4" FRAM 73"MAX:- 32 314 VENT DLO WIDTH of u FIXED DLO 32 8/16 FIXED DLO WIDTH Ox� O 61/2°MAX 8 i/4' 4 3/4" SEE SHEET 7 FOR 16" MAX• O.C. I— ANCHORREQUIREMENT 61/2° v e60v6 lmomcnNowwowva NONoule,Ftaln4 ELEVATIONS PA. aplpm VIn l Hark. R, NONOM1gB, FI Nn+ mywyy,. M: NRafO Al 80/-70PSF +80/-70 PSF 1-1 INTEGRAL FIN MAX. SIZE = 73° X 62" BOX FRAME MAX. SIZE = 73" X 62" I.F. m % S0705 u :I O `•0 ••. t n /'1 ruUVGE 7/8" LgMI I.G. GLAZING DETAIL WITH 5/16" LAM] GI ASS AND 1/8" CAP 10 TECHN Xlln NN6I U® N01(OMI& FLH4I)0 P.O.17 NOHOMIB, MFL M Nxi4 2 d 1 1 5191.2 EAU L-'-Z_n Lq`,Y No. 50705 OPTA FU 7/8" LAM] I.G. GLAZING DETAIL WITH 0118" LAMI GLASS AND 1/8" CAP 10 TECNNOLOpYp"ryQl N01(pM1a&FL%,: v.o. apxiaxF NONOa118,fL8axi1 GLASS )GLASS t6. Nf�T, • 10 *. • Np.88705 %.* DETAIL A LEFT JAMB SECTION NOTES: t NS x 12 FL SMS, LOCATED AT 412' FROM EACH END AND AT 16.O.C. 2.08 x318 FL SMS, LOCATED AT412' FROM EACH END AND AT 16" O.C. 3' #6 x 12 FL SMS, LOCATED AT412" FROM EACH END, 4. CAM LOCKS: (2)AT7'EACHEND 6. WEEPHOLESARE 1'X3/16'. SEE SHEET 1 FOR LOCATIONS. d DETAIL B DETAIL C MEETING RAIL SECTION RIGHT JAMB SECTION HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) ET I- TECNNOIOB lr \U N014ppp6,R81])x PO.BOx 1IM NOKOMIB,FLBfYI4 EXTERIOR SEE NOTE SEE NOTE kIL E :CTION 1 i DETAIL D HEAD SECTION fv SEE NOTE 3 • 10 51022 N6. 58705 (� 11 STA EOF .!'iOR10Pl'C ONAL Br; < vtalrAliILFRP.e. DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION NOTES - I. a8 x 12 FL SMS, LOCATED AT41/2' FROM EACH END AND AT 18° O.C. 2 #0 X 318 FL SMS, LOCATED AT 412" FROM EACH END AND AT 18' O.C. 3. #8 x 12 FL SMS, LOCATED AT41/2" FROM EACH ENO. 4. CAM LOCKS: MAT T' EACH END 8. WEEPHOLES ARE PX3/18'. SEE SHEET 1 FOR LOCATIONS. El DETAIL D HEAD SECTION EXTERIOR 1�- _I ImSEE NOTE EXTERIOR SEE NOTE SEE NOTE 5 DETAIL E SILL SECTION HOT WELD CORNER ASSEMBLY 0 0 LYNN 4 (BOX FRAME) 2 *' No. SB705 ET o 1DIOTECMNgA070gIVE CROSS SECTIONS - BOX FRAME �0.• a 2S I NOxOMlE. R91T7fi 3TA EOF P.0,B I o VIn 1Nodz, Roller Window, Im acl-resistant �'.SSi NoxoNis,aa 4 .,.„,„„ IO11NAL' HR6f0 i:2 $ u is owv,n f10T_� �n 0.LY(ul♦I,IIiLEA IO TEWINOLOMORNEI NONOMIB. ovn PA. Eq%163Y NONOMIB, FL.LQF� HR610 I NISI 6 1 to II REMOVEABLE NAIL FIN REMOVE - ABLE FLANGE LF.FR4ME O D WG #5116 RIGID PVC BOX FRAME O D WG #5189 RIGID PVC FIXED MEETING RAIL O4 DWG #5102 RIGID PVC 688 .EU—. 030 SASH INTERLOCK RAIL REINFO_ RCEMEINT SASH SIDE RAIL 14 19 2E DWG #5114 18 DWG #65137 Al 6063-T6 RIGID PVC 1.305 0 270 .B00 .035 I.G. BEAD ROLLER TRACK/ANTI LIFT DWG #5112 DWG #5138 1U DUAL PVC RIGID PVC 7eRwved imNaE laiaorowve EXTRUSION( NTECM LOoyC, nu Zty P.Q BQ111UM no Vln 1 Ho71z. Ro NBNOMIB.R&]I{ a.rwae bk NR4f0 11 I 774 FIXED MEETING RAIL REINFO�MENT O5 DWG #5123 Al6005-T6 SASH INTERLOCK RAIL 13 DWG #5105 RIGID PVC SASHTOP/BOTTOM RAIL 21 DWG #65106 RIGID PVC 7 s 10 *. No. 50705 HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +601-70 PSF OR LESS --- --......... _ WINDOW HEIGHT (tn) 24 30 38 WINDOW ANCHO42 4B 54 60 - R - 63 WIDTH (In) LOCATION 0 OF ANCHORS REQUIRED (TYPE 1 OR 2) Head and Sill 2 2 2 24 2 2 2 2 Jamb 2 3 3 3 4 4 5 2 5 36 Head and Sill 3 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 5 42 Head and SIII 3 3 3 3 3 3 3 Jamb 2 3 3 3 4 4 5 3 5 4 deed aridS)Ik 4 4 4 4 4 4 4 4 5 4 4 Head and SIII 4 4 54 4 5 4 4 Jamb 2 3. 3 - 3 4 4 6 q 60 Head and Sill 5 5 5 5 5 6 5 5 Jamb 2 3 3 3 4 4 5 5 BB Head and SIII 5 5 5 5 5 5 5. 5 Jamb 2 3 3 3 q q 5 5 72 Head and Sill 5 5 55 5 5 6 5, 6' Jamb 2 3 3 3 4 q 5 5 Head and SIII 5 5 5 & 5 5 73 8 Jamb 2 1 3 3 1 3 4 4 5 8 6 FOR V� I� DOW THE LARGEST EXCEED THE TESTED SIZE. N IEDNNDLOpYpBNEI. �® NDKOMIS,FL.r. P.D.I 162p NOKDMI&RSITi ANCHORAGE NOTES FOR BOX FRAME: ®i. ANCHOR TYPES: 1- 3/16' ULTRACONfi BY EL(FOR MASONRY SUBSTRATES) MINIMUM .? EDGE DISTANCE OF 1". 2-a10 SM SCREWS, GRADE6(FOR METAL AND WOOD SUBSTRAM1 MINIMUM EDGE DISTANCE OF 318-. 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING NSIONS, MAX.FROM FROM AALL CORNERS FIJ i JA JAMBS 26' MAX, O.C. HEgD/SILL ILL -1 6' MAX, O.C. 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. - �LT 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 S 10. I , 8 • 10 Np.08705 1 3V I #10 SHEETSF #10 SHEET 8 F I f 3/8' MIN."7t REMOVEABLE —�` 1/4" FLANGE M1A/74' 1 MAX. rSHIM #10 SCREW, SEE SHIM a SHEET 8 FOR SPACING ' 15/8•MIN. ETOBE LATION REMOVEABLE RATE REMOVEABLE FLANG FLANGE OOD BUCKS JAMB W/ BOX FRAME HEAD W/BOX FRAME SILL W/ BOX FRAME BYTHROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD APPROVED MASONRY &S KSI MIN. CONCRETE APPROVED MASONRY 1 /4" MAX. SHIMANCHOR, SEE SHEET B .. OR 1.5 KSI MIN. CMU • FOR SPACING ' j" ANCHOR, SEE SHEET 8 ` �' •'' . FOR SPACING '�i'IN. . fl! LREMOVEABLE1/4• 1/4' ,FLANGE „�J SHIM ! SHIM : . "�REMOVEABLEREMOVEABLE FLAN' FLANGE +�••'�.••:'..•r:• '-0•. 3.5 KSI MIN.CONCRETE APPROVED MASONRY ';i;i,::,•"}. j••.1•i`a`L 13f8+MIN. OR 1.5 KSI MIN. CMU ANCHOR, SEE SHEET B �' 3.6 KSI MIN. CONCRETE FOR SPACING OR 1.5 KSIMIN. CMU- •' •• JAMB WJAMB W/_ BOX FRAME HEAD WI BOX FRAME THROUGH -FRAME INTO CONCRETE SILL W/ BOX FRAME THROUGH FRAME INTO CONCRETE PRODUCrRBVISED THROUGH FRAME INTO CONCRETE I BUCK OPTIONAL I BUCK OPTIONAL " •a •nlrloswlmWcrtlonua uwwole NOTES: 1x BUCK OPTIONAL caao p� nupao "' w M 1. FOR CONCRETE APPLICATIONS IN MIAMI•DAOE COUNTY, USE ONLY MIgMI.OADE COUNTY 3H8'ULTRACON, EMBEDE013/8° MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS I"MINIMUM. 2. �Ta ItT MIMvU N. mConuvl ' FOR WOODAPPUCATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, F MBEDED 13/8• MIN_ 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IKARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 VT, ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SCUD CONCRETE. WOOD BUCKS DEPICTED AS 2xARE 112'THICK OR GREATER INSTALLATION BUCKSTO SEENGINEERED BYOTHERS ORASAPPROVED TO THE SUBSTRATE OF WOOD BYAUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM; THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8033-T5 SHALL `�aaa NH LYNN 0 „,•Mqr E AND A MINIMUM OF 1/8' THICK THE ALUMINUM STRUCTURAL MEMBER BESHEET METAL OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS BEA �\ ��• N uCE SF"•, q �•• BEWITFOR2E WOOD BUCKS. THE ANCHOR HALL SPACING FOR ULTRACON9 MAY BE USED. IN FORULTRACON MAY ED. ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE = *:• No. 50T05 *' .• JJ. 10117111 B NO CHANGETHIS SHEET J.R. •q �.•..C4 u I� W; O1 f0 No then ea th/s sheaf m1CTECWDWGYDRrve INSTALLATION DETAILS-BOXIFLANGE FRAME MMMIS,RS1419 EOF •,i OJ s.Ii senyms °^' xoianus rtane VIn� Hariz. Roller daw Impact-reslstBnf 'iss/ONA1- E `� _Win xasm 1:2 # x 1D 6191-2 B AL�dd6d luiii, P.s. 1WMAX.SHIM-`) I-- REMOVE 18` (,131`) DIA. x 2112° NAIL, SEESHEETI ® FOR SPACING 11A. x 212° NAIL, 1 FOR SPACING JAMB W_ /SIN THRU NAIL FIN INTO WOOD FRAMING REMOVEABLE FLANGE 118` (.131') DIA. x2 ® SEE SHEET 1 FOR 1 HEAD W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING r. 114' SILL WI NAIL FIN THRU NAIL FIN INTO WOOD FRAMING NOTES:® 1. FOR IHTEORAL FIN ApPLICATICN81N MIAMI-0ADE COUNTY, USE 1/8` (.131� DIq, x212` NAIL 2. WOOSAR DEPICTED IN THE SECTI0 SON THIS PAGE AS 1xARE BUCKS WHOSE TOTAL THICKNE8313 LESS THAN 112°. 1x WOOD BUCK3ARE OPTIONAL IF UNR CAN BE INSTALLED DIRECTLY TO SOLIDCONCRETE. WOOD BUCKS DEPICTED AS 2xARE 112'THICK OR GREATER INSTALLATON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORRY HAWNG JURISDICTION. 3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 803bT6ANDq MINIMUM OF ilB°THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME SIMKAR TOTHAT BHOWN IN' THE DETAILS FOR 2E WOOD BUCKS. THEANCHOR SHALL BEA0703HEET METAL SCREWW1711FULLENOAGEMLARTOTO THE, HE ALUMINIIAI IF THESE CRITERW ARE MET, THE REBPECTIVE DE SIGN PRESSURES aNO Aurunewne_— iO TECHNOLDDY DNVEI �e P.O. EQ%I6� NCRDNNI, FLJITq NOTE: INSTALLgTION TO THE SUBSRigTE OF 1x OR 2x WOOD BUCKS TO BE ENGINEERED BV OTHERS LYNN *' No. 68706 G' uoCi�.Stl �n STATE OF _