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HomeMy WebLinkAboutNOA1 5 R RT7Tr I�( SCANNED +�U DEC 2 0 2017 D BY St. Lucie County Ml®WBY :.................. MIAMI-DADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (796) 315-2590 F (780 315-2599 NQTLCZMXACCEPTANCE(NOA) www.miamidademov/economy Regency Plus, Inc. 7024 Locust Gap Highway -IftaiintCarmel, PA 17851 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 Series 115405" White PVC Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. RPLS0063, titled `Impact Series 5405 Horizontal Slider Window", sheets 1 through 6 of 6, dated 11/26/08, with revision H dated 09/24/15, prepared by FTC, LLC, signed and sealed by Robert J. Amoroso, 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. E SSH.E IMPACT RATING: Large and Small Missile Impact Res tan LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 No. 14-0128.06 and consists of this page I 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.15-0618.03 Expiration Date. July22,2019 Approval Date: October 01, 201S gJ2911� Page I Reeency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Na 081210.12) 2. Drawing No. RPLS0063, Sheets 1 through 6 of 6, titled "Impact Series 5405 Horizontal Slider Window", dated 11/26/08, with revision H dated 09/24/15, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, 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 (b) and TAS 202-94 along with marked -up drawings and installation diagram of a white PVC horizontal sliding window, prepared by National Certified Testing Laboratories, Test Report No. NTCL-110-11507-1, dated 08/18/08, revised on 09/03/08, signed and sealed by Harold Rupp, P.E. (Submitled under NOA No. 08-1210.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51° Edition (2014), dated 03/31/15, with revision dated 09101/15, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. 2. Glazing complies with ASTM E1300-04e01 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `°Kuraray Butacite® PVB Glass Interleyer" dated 04125/15, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1120.02, issued to Royal Window and Door Profiles, Plant 13, for their White Rigid PVC Exterior Extrusions, approved on 02/28/13, expiring on 02/28/18. Manuel P.E. ((JJ Product Contr t Exa iner NOA No. 618.03 ExpiratlonDate: July22,2019 E-1 Approval Date: October 0l, 2015 Regency Plus, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 51" Edition (2014) and of no financial interest, dated 06/01/15, prepared by PTC, LLC, signed and scaled by Robert J. Amort so, P.E. 2. Laboratory addendum letters in the Test Report No. NTCL-110-11507-1, issued by National Certified Testing Laboratories, dated 03/31/09 and 05/01/09, both signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08-1210.12) 3. Laboratory compliance letter in the Test Report No. NTCIr110-11507-1, issued by National Certified Testing Laboratories, dated 08/18/08, signed and sealed by Harold E. Rupp, P.E. (Submitted under NOA No. 08 1210.12) G. OTHERS I. Notice of Acceptance No. 14-0128.06, issued to Regency Plus, Inc. for their Series "5405" White PVC Horizontal Sliding Window - L.M.I., approved on 03/20/14 and expiring on 07/22/19. LJ Manuel P rez .E. Product ControltExagilner NOA No. 3 18.03 Expiration Date: duly 22, 2019 Approval Date: October 01, 2015 E-2 REGENCY PLUS, INC. IMPACT SERIES 5405 HORIZONTAL SLIDER WINDOW - LNII INSTALLATION ANCHORAGE DETAILS _ — 7. TNEPROOUCrANCHORAOE SNOYN NIER811MOESIGNED ®TO COMPLYVGDI B7XED1TN7NDMq r. ALITERV4&; NSTALLATMN NIT(EB• 1.ONE(IINBTALLATNINANCNOR M REOURED AT EACH 0.N8TA"TIONANCHMANDASSOCNTEDMIUMMIE FLOWM SULONO CODER BCy-BUILDRGAND RE&DFJIRALVOLLRE$ ANCNDR LOCATWNBIIOFM. MUSTBENADEOFCORR08WNNESUIVINTYATERULOR FNYEACORR08WN RESISTANTCOLTNO. INCLLIpNO THE NGN VELOC({YNURRIOWEiONE (ryYNZ) T.i VFRIODVI i1NNEMATERVI: ROYALWOIOONL TNEOESWNPRE5911RE1878rATEDHERFIN OOORPftOFLLEB.PLAM/1RWIDVVft CPM MIAUIMDENDRCEOFACCEPTANDE(ROgw. 17MKLNWROFMTNJAYMMCHOFSDEPIGMM THEMDWMNUMBEROFANCHORSTOBEUSEDFOR 9, FJOOIRNNfBDUWBLNAN00ROUTFBUEDYSLOOK DO THE PRODUCT DTARCONTAINED HEREIN ME®1SII"AL PMDMfINBILATN INSTALLOT INTO AR2 EDQEDETANCEMNHBUREDFROM OSEAlED7OTRN=AI0.IIMV-IDITEDO=ANORj ® T.2GLATNOWERLAYRMIRARAYAMERKJIINC. LSHIMASREOWRDATEACHNSIXUATWNANOMOR EDOEOF BLOCKOREDGEOF MORTAR ANINTO FACE MEDN NAMENTERLAVERPERAEy60ADENOTCEO THRUMAM FPAUYMN LOADMNN4N SNELLOFKOK ACCMORBTAMDAMMOSANDV& CNOUMYDAHVRO'NURRlCAO AOCEPTARDEBRAIND.A�i&.10. MIMMNIONABLEMIM:UM TESTINGPROTOC=Ts,M,TX,,0I/G TASM ®KNOT USED. NERESPACEOF/1181NCHOROFFAROCCURA BNFFM7SIWLSECONSTRUCTEDOFNWNDENSIN IO.NBWATWANCFMRSSHALLBENSTALLEDN ACC EMNNCTWNBANUFACGWR9BINLI. S TNEPROOUCT NAS �ENEVALUA7EDF'OICONPWUIANdi ®0.GU168 MEETBIIEREgRRENEM80F ASTM PLABIICORBETTEN. DIBTNOTBEUBEDNSIIBSTRATESMTHSTRENOFNBLESS ®TOTHESTAFWRDSLISTEDINTNE STHEMTMNL2010 FLONOABUILDNOOODE(FBC7•BUILDDNIAM EISDDOh1. tMOWNIATMNNTOY/DODFPAWKOU3EF12YA00 TNW TNEIBMNUN BTRENOTN BPECD1ED Sf THE RESIOEMIKYOLUMESANpMIN00MPLMMIMMBIM ID. DENOINTIONSWAND'O'BTANDFORTNE SCREYISOFBUFFK2EMLFNGTHTOIGFDEVEI MINCH MAMNUYENBEOMENT WNNWEDOESISTANCEMT/S ANCNORMMNFACTURER, STANMRDS110LUDNONIDNYELOCRYNURWGNEME FOLLONNO INCH. II.NSTALLATMANCHORCAPACINEBFORPRODUCTS (HVHP REQUIREMENTS. ICOPERABLEPANEL HERMARE BUM ON SUBeNNTE MATERIALS V MTHE A. ADEQUACY OFTNE EXISTING STRUCTURAL OGNCNSTE MI'MeOPANIEL ®S.FORMSTALIATWNTMMMNI%BUCKTOCONCRETEI OR INTO CONCRETE I FOLLOPN10 PROPERTIES. RESISTING I LA fO NCREASE IN ALLOAME STRESS FOR WINO USE IN DICK MADMASONRY. VMYCED TNRFAOFORY TAPOONS OF A. YNDOPROTECTWNYMODPROTEC'MMO0- FMAMNINOFORCE SYSTEMFRAMING CAPABLE RESISTINOSYSTEMCAPABLEDFYATNBDSODIOANO TUINSFEREIST EPUEOPR LOADBFpBNOTUSEDINTNEDESINOFTHE SUFFKRENTLENOTNTOACHEVETHOPOLI.OtNNR ® PRESSURETRFATEDSOUHEISIYELLOWPME. BfRIICNREM TNERESPaISINLNYOFTNE ENORIEER EBIL[T LOADSTOTGI ® PRODUCT{BIBHOFOIIIEMLM MSNDLOAD OURATMNFACfOR(CA• L@ NITS BEMUSED FOR LI. CONCRETESIMBTMTE S.I.I. IMINOLMUIBAMEMSEMAEM MIRIMUMSPECIRC ORAVTTYOFOSSLUMBERMUST COMPLYYARISMEDRIONFBGFRCASAELAIED ORARCM7ECTOFRECORD. VGODANCHORDEBIGINVMLEVGODOIILY 5.12 144VMMMUMENAECI ANCE ® TOYMODPROFECIMN 5.1%AND2XNICIG4 OPEMLL FARDRBGCVER S FOROTHERMT01MA S2 MASONRYBUBSTRATE EMBEDMENT MMI ®B . �MNCRRETE•M�INIYUN COYPPO MC4MWTOPROPERLYERALLO TOOTNE APPLICABLE DESIGN �U D�r E s1% i"MIMUIEDGED CMASONYSGTHCONFORMSER5M8NS TEO81ARSETIMIOCM90.OF STRUCTURE. BUMDESKINANO UMTALIATMI MTRE NE171W WEIOFITVAiII DENSRY> tfr PCF. RESFONSO UIYOFTHE ENGNN:ERORANCIEFECTOF RECORD. B THE MSTALLATNN DETADD LIEBCRME O FEREN ARE GENERGANDMAYNOT RIMECTACIVALCONDITIOKS FORASPEOFICS1TE FSNEODNd710NE pNBE INSTALLATION TO DEVIATE FROM THE REQUI EMENT8 SEEMED HEREIN, THEN THE SNLONO OFFICIAL MAY ELECT ONE OF THE FOLLONUIO OPTIONS. A OUTSIDE NYIM REOUM THATA LICENSED ENGINEER OR ARCHITECT PREPARE AND SUMMIT SITE SPECIFIC DOGMIENTS FOR USE WITH IRS DOCUMENT. & INSIDE NVHZ REQUIRE 7HATA ONETIME SITE SPECIFICAPPR VALBEAPPUEOFORANDOBTNNED ® FROM THE AYAA110AMCOUNTY PROOUCTOOMROL. 12.NMFASNNEREVANOBORNEOEN116 S. FOR PARNOSTOP INSTALLATION USE SOX I IQ NCH PROTECTMNREOIUREMENTBEAST,USEOFAN PMODSCRENS. APPROVED IMPACT PROTECTIVE SYSTEM N NOT NEEDED 7.LBNNUMEMNAMEMANDEOOEDMTANCEENCLUOE VW A FNISNES. IMMUDNG &7T NOT LADED TO STUCCO, FGALL 9MCKVENEERANDSIDING. TANEOFCONIEMS SWEET REV. SKEET DESCRIPTION 1 F OENERALAFIDINSTAUATMNNMTES ELEVATIONANUANCHORLA1011TS VERTICAL SECTNONB 2 F S F I 5 F F WOR=na SECTNGB. GLAZING DETAILS CORNER DETAIL CORNERDETAR S F OOMPONEMBAND WU. OF MATEILIAIS DESIGN PRESSURE RAMNO LPOFI IMPACT MtNO LR5A W MM1E NPACTPACf AFMAA>PW RA Rm Mft Mat No OF s MAX FRAME EIGHT 68 3/4' MAX D.L.O. OF 343110 MAX. D.L.O. a] 7 314" MAX FROM CORNERS (TYP.) C HEAD & SILL FROM PARTING STOP CORNERS 1 512" MAX FROM FRAME CORNERS (TYP 13" O.C. T �33 INSTALLATION MAX D.L.O. ANCHOR (TYP.) PARTING STOP ANCHOR (TYP.) STEEL REINFORCEMENT FIXED W1(2) EVENLY SPACED METAL SCREWS lwv"R r l�� " . I I 1 12" x 114" WEEP HOLE ---���III 1 - 2 515" FROM END (TYP.) ELEVATION RXTSRIOR V638' MAX. O.C. (TYP. iEAD & SILL 1212" MAX. O.C. (TYP.) @ HEAD & SILL S IN"MAX FROM PARTING I I III f I -ESTOP CORNERS (IYP.) O� X O.C. TYP. 8' MAX O.C. FROM FRAME CORNERS (TYP.) 3' MAX (TYP.) @ HEAD & SILL FOR WOOD SCREWS 4" MAX. (TYP.) @ HEAD & SILL FOR CONCRETE SCREWS - 3" MAX. FROM C.L. (TYP.) @ HEAD & SILL 8" MAX. FROM C.L. (TYP.) @ HEAD & SILL FOR WOOD SCREWS. 7' MAX. FROM C.L. CM-) @ HEAD & SILL FOR CONCRETE SCREWS. ANCHOR LAYOUT U1 5 Ri L1 P.6 Fl.w.t wu STATE m1 m ON ,2I1I1I1I K01131s Z INOZIIIOH a 8iH8M Ba1831H1 e�mu®na ^ 'wwm•�xaen•�m / 1 FMER &61931y3 'xMmo•is+veam�n '1SN1 335) Sa3H10 AS N0IL�8S IV0LL�I8A V Nou031oad mono OooM 3003 a IYJNv NOLLVTN15N1 (1 'INS 'S MON 33S) ®Isla 'NIW ,Z/l t CI OOdVl Mli .f/ Sa3H10 AB zone OOOM AS 3N0 1N3AU38W3 ®'NIW > v v v v • vv k' vv (l 'INS -V 310N 33S) .Z/l l b v -' Sa31,110 AB 33WN00 •�q,'/,. �" I0 AS HSNII ��r'1•' aOIN31x3 30VdS W114Sr XVW .f/L �I M3a0S DOOM M380S O �I p .Z/L l x 8/ .Z/I L x e GI Sa31LLo As N3nVO a313W10d 8a193U�1 wols'�mna �m 861831R3 NOIJa LL 7 H L—J x'IHrJ auimwd \Jot L {���L�0_� Sa3HI0 As a313W1a3d 30VdS WIHS I Ilr 'N .I�MI1I as 30VdS WIHS I �� •xm v/I L_.I 3MOXIM HSINIA 01 HSINId a01a31x3 '%VW „6/l •' r4a M3tl05 DOOM ri Z l 1 x Of �l tom' aln ••^''`=:: 89s ao0'A 1N3N038W3 v :e `^=4 M3a0S DOOM �L 'NIW .Z/l lotv�S3S+•� .Z/L L x 81 1N3rmmll NIA l 'INS L_ y ?� 4•. HIlOa01a3llq .Z/1 ® s., ; (I 'f 310N 33S) F{SS 6 • e.. o s. ne. a ka S`d3H10 AS 3MON00 Mt. (l '1N5 'f 31033S) a 'ISNI Sa310 lagodnIIV3HS DOOM AB OML 'Isla 3003 Sa3H10 AB ISIO 3003 'NIW .Z/l l ` 310N 33S) Sa3H10 AS NO03108d NOO9 DOOM (L '1H5 'S 3LON 335) NIW .8/L mHONV NOLLV13V.LSNI (I '1HS V 310N 33S) MOIL-1wrm NOOdW1 Ma .4/ I CI a31U0 A6 Hone OOOM AS 3NO OOOM3AH 3N0 ZL M3aaSSOOO Zi 1 1, EMS SHIM AS REOL 12 WOOD IN ALLATION , TWO BY WG FRAME BY OTHI (SEE NOTE 4, SHT. SHEATHING BY OTHER! /Bx I WOOD S 1 K Y MAX. SPACE CAULK 7/8' O.A. LAMINATED GLASS CONS 16 OF: EXTERIOR WIINATED CLASS - (2) 1/6' ANNEALED GLASS W/ OA URARAY AMERICA INC. RUTACITE ' INTERIAYER, 0.38' NRPSACE W/ DESICCANT MATRIX STEEL. SPACER, INTERIOR 1/8' TEMPERED GLASS N 2 17 Eiiff614R� (� u>gRIDR 1/4' MAX. SHIM SPACE IB X 1 1/2' WOOD SCREW SHIM AS REQUIRED 14 1 1/2' MIN. EMBEDMENT - CONCRETE 1' MIN. EMBEDMENT - Nf50NR( INTERIOR 16 16 0 7 6 10 13 i/4' DW TAPCON INSTALLATION ANCHOR 7 1 1/2" MIN. EDGE DISTANCE - CONGA . y • 2' MIN. EDGE DISTANCE - MASONRY V •'a,�1-- CONCRETE OR MASONRY ' V BY OTHERS , (SEE NOTE 4, SHT. 1) •V ,4 SOIAMON MATERIAL BETWEEN 2 B 21 23 a'' .V WOOD BUCK h MASONRY O OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS (SEE NOTE S. SHT. 1) EXTERIOR 5 1 10 14 /e % 1 PERIMETER CAULK SG1/2' WOOD REW BY OTHERS EXTERIOR FINISH BY ERs %�HORIZONTALSECfION l r N�gll7�>b�iwIB'— AIL I r �- �41, Jtrl<-,, GLAZING DETAIL I GLAZING DETAIL 2 INTERIOR !! i BITE N AAmm,PH I rawww No FlAa NOTE: CORNER DETAIL 1XPTWOOD BUCK PARTING STOP EXTERIOR PERIMETER BY OTHERS TO BE SEALED TO 1X PT WOOD BUCK WITH SIKA 551 SILICONE ® TILT LATCH STEEL -ZINC COATED �., PL �PEW4M No Qi MAINFRAME WHITE RIGID PVC 0.01ff THK 2 WEEP HOLES (SILL): Q2 SASH FRAME 12'%1I-EACHEND(INT. TRAcp 'AHTERIGIDPVC 11Z X 3r MIDSPAN ORT. TRACIO 0.088'THK. 5WX SW EACH END (EXT. T x 1 9/16" F Q SASH COVER WHITE RIGID PVC 0.075-THK 5/18' 1 3/8. POCKET COVER &!2CKETCOVER (EXT. TRACK) (INT. TRACK) ® TILT LATCH WHITE RIGID PVC STEEL -ZINC COATED 0.07VTHK WHITE RIGID PVC 0070'THK SEE SHEET 1 i/16' 1 1/16" WEEP HOLES: 1 7/8' 3H'..X W EACH END 1H' X Shr MID SPAN Q INTERLOCK COVER 16 FDIRD MEETING RAIL WHITE RI DPVC SASHFRAME VAIITERIGIOPNC 0A70'THK STEEL GOAB'THK 04WTHICK L- FF+30-6084 15/16' -T'F—u n37.3.887 KPSI 1 3/4, /10,J � H72 9 PARTING STOP ®REINFORCEMENT FIXED I 21/t6-� v+000 XED MEETING RAIL �� OAST EL Q POCKET INSERT ZO FY-30-50M F DPANEL '1F� Fu=37.8-58.7 KPSI WHITE RIGID PVC 1 1/2' 0.0 RIGID T 13 16" 15/16" ..I-0 f 5/8, 3/4' IL�l 1/8. (D GLAZING STOP WI HANDLE 4 WHITERIGID KPVC 3 WHITE RIGID PVC B QOWTHK 5/16, n GLAZING STOP• FIXED LITE 3 PANELSTOP/FRAMECOVER x u WHITE RIGID PVC WHITE RIGID PVC 0.0701THK D.o50'THK 5/16' 1/2" 11 5/8' ✓1 ��� � 3 S BU,L OF MATERIALS - yy Mf DESCRIPTION MATERIAL RKTIO .•gWpP RFJt % S kG Y x I AS FRAME WHITE RIGID PVC R "ADP r 0 2 BASH FRAME 22 S QIAZI OP WITH DLE YAiffE RIGID PVC "R7AP w S GLAZING STOP.OPEPAIL LITE WHITE RIGID PVC ^RWDP S POC R EXT. ATE RRIDD PVC 8 HT. ITE RIGID PVC '•RWDP 5 I 7 BASHCOVER 5 R NFQRCEMENT ISASHFRAM 15OA. STEELALIAY 100811010' REGENCY PIU INC. E P kill! 9 INTE ERKIDPVO "RYW 10 PARTING STOP PIT BYP IN, %f It CAM 8IMEEP LOC dKEEPER STEFt. TRUITHI 12 H2 W13DD SCREW INBTALLInat AN — Y 13 tM ANCED THREADFORMTAPCON rtaalr.r,.Ps. u fexttm BCREWZT Em Ea EOOESEAL IMO�PLMa4W51 .e •mne lanai etcn [L.ASR ISEE GLAZING GLASS ..nnn..... 'ABIM "IOOBAIA109 ® RWDP. ROYAL WWDOWS ANDDODR PROFILES.PNNTNO.I3MDNOANO.12.1120.02. No � MIAMICOUNTY MI® • PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) n T www.miamidade.eov/economy CGI windows & Doors i 1 10100 N. W. 25" Street DEC 2 0 2011 �J Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and reegglilg itioE govemiiig [lie 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 17650" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. SGD-7650, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21, prepared by manufacturer, dated 10105115, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Renewal 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 Limitations: 1. See table 1 (sheet 7) and table 2 (sheet 8) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 4) and anchor requirements. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 and renews NOA #15-0409.06 and consists of this page 1, and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMMADE \ COUNTY ((�� \ NOA No.15-1210.03 Lj \,Y B Expiration Date: April, 2021 � Ip Approval Date: March h 3, 2016 r Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. SGD-7650, titled "Vinyl SGD", sheets I through 21 of 21, prepared by manufacturer, dated 10105115, signed and sealed by Anthony L. Miller, P.E B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc, Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) (Submitted under NOA Mo. 15-1210.01) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/2016) (Submitted under NOA No. 15-1210.01) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15116) (Submitted underNOA No. 15-1210.01) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 Jorge M. Plasencla, P.E. Product Control Unit Supervisor NOA No.15-1210.03 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E-1 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12104/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16.and 02/11/16) (Submitted under NOA No. 15-1210. 01) 5. Test reporton 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8549, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) (Submitted under NOA No. 15-1210. 01) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12104/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/2016) (Submitted under NOA No. 15-1210. 01) 7. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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, TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11119/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Additional test report No. FTL 6637 (samples A-1 thru A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., dated 12/06/10, signed and sealed by Jorge A. Cause, P. E. (Submitted under NOA No. 11-0107.09) orge M. Plasencia, P.E. Pro uct ControlUnit Supervisor NOA No.15-1210.03 Expiration Date: April 14, 2021 E-2 Approval Date: March 3, 2016 CGI Windows and Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15 and last revised on 02/15/16, signed and sealed by AnthonyL. Miller, P.E. (Submitted under NOA No. 15-1210. 01) 2. Glazing complies with ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/19. 2. Notice of Acceptance No.15-0528.11 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3: Notice of Acceptance No.15-0528.15 issued to Vision Extrusion Ltd for their `Brown Coated (Painted or Laminated) White Rigid PVC", expiring on 09/30/19. 4. Test reports No(s).10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 5. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glass & (Clear and White) Interlayer", expiring on 07/04/18. 6. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their `Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letters dated 12/09/15 indicating compliance to FBC 2014 (51h Edition) and "No financial interest', prepared by PGT, signed & sealed by Lynn Miller, P.E. (Submitted under NOA No. 15-1210. 01) 2. Private labeling agreement document in conformance of RER guideline dated 02/15/16. 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. Notice of Acceptance No.15-0409.06, issued to CGI Windows and Doors, for their Series "7600" Vinyl Sliding Glass Door (Reinforced) — LM.I.", approved on 06/18/15 and expiring on 04/14/16. G - - Jorge M. Piasencia, P.E. Product Control Unit Supervisor NOA No.15-1210.03 Expiration Date: April 14, 2021 Approval Date: March 3, 2016 E-3 SERIES 7650 IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING _POCKETS & 90n/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10, 2) DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PERASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS PER ASTM E1300. 3)ANCHORAGE: THE 33413% STRESS INCREASE HAS 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 (FBC). 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 6) WSTALLATIONSCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'3Z: ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOAS, VISION EXTRUSION, LTD. WHITE RIGID PVC NON VE 1000 TAN 2D2 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-8337, 0338, 8646-8649. 6652 & 8717; EXOVA-104102-782(A) & 10.008-10231; CAMBRIDGE 635753-09; 7) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY V417H THE 2014 FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOORSIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC, AS APPLICABLE. 9) DRAWINGS DEPICT EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 10) THE 7650 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 7600 SERIES. VCMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DAOE COUNTY ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2XARE 1-1/2' THICK OR GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTAL-LATION IS THE RESPONSIBILITY OF THE ENGINEER —Al OP RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 41 METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED JURISDICTION. 'RATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, .lee TMIM A 34nn PSI MIN..10014E BY OTHER81 MUST FULLY SUI LENGTH OF THE SILL MASTIC IS ASAPPROVED GROUTANDWDOD INSTRUCTIONS: i) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FORTHE SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND10R HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2). VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 6) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 0) ADDITIONALLY. SEE THE EXAMPLE ON SHEET 9. bl@ ���� ImPF An.hor Subebab Fnme Member Mln. Etl9a Oittanna Min. Embudmenl p tl12, steel SMS (05)cr4106.5. BMS, (mM. 11 1Meda0N P.T. bauunom PI. G•0.65 MNS emb 1 310 P-heo 9/16' 1 B' l8minum, 0003T6' 012fi'rNn INckneea MeaN911V emb S'0' 118• P-' S'B' 1/0' Sleal, A98' ,�, 011n.INokan I Heed160VJemb 318' 0.080• P-la.k 3/0` 0.080' Smel filW, fi301.OB' 0.071-min. INoknaee HtedISVWemb 3!B' 0.W1' Td Ga. Pba.k 1 .0 1 ll40a. VP Elao Mbemn P.T. Ba m Pin. 60.0.66 Jamb 1' 141fr Pdaak 1' 140' 114'Eico 410 SS. CroleFlox P.T. SouVmm Pine G•0.65 HeedISVVJemp I.I C3'B' Plwk 1` 1318• 8 412. Meel Wand tcraV Ofi P.L8cnIFemPne G•0.05 HcaN6IWJamb W16' P-Imok 9/1B' 1/4'Etc. Litman C.Iwrele mIm 285 kt1 P hook i' 14W H.edISIIVJemb 1- 16' 1•&0' WNmuletl CMU, A9Th1 Cdp jam i' 41l<' PdaOk 31 1.11d' C 114' Etc. 410 B.S. Cret.Floa Un9c.v1a0 CM , ASTM CBD Jamb 311' Pdaok 1- 1.114• Goncan min. S35 ktl Heed18VIll. b 141F 13'4' P-hwk 1' 14114' V4'Etc. 1S8 S.S.A99mGNm Commle min. 222 kei HeeNSIMJmnb 1-VY PFaok 1-11 tdl0' I.Mmuted CMU, A81M 690 Jamb Y 1-114' Plank Y 1•V/' P.T. S.e9al. PMe G-0.55 Heed(SIWjamb V 138' PJaok r1' 1 S` W. Etc. Mom Conomle Mm Z85 k•1 11.1.S.aan` ZVL 1318' P k 2-1IY 14W U mvhd CMU, Amm C90 jamb 2112' 1414' P.Ino 24W 1.114- D IW EJc. 410 B.S. CreleRea D.nomm min. SSE II -I vf..WsNlJemb 2-9Y 1• 4' P•hook 2TIY Ummuled CMU, ASThI DBO Jamb Mr 1.1N' Plank Mr 1.114' STANDARDS USED: 2014 FLORIDA BUILDING CODE (FBC), STH EDITION ASTM E1300-09 ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM-2010 AISI-S100-07/S2-2010 DETAILS ............ SLIDING GLASS DOOR NOA(LM) 19 NTS III 10F 21 11It MD-7650.0 ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRA7E.METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED ., THE AUTHORITY HAVING JURISDICTION. . FORSTEELSTUDS, MIN. FU=46 KSI& MIN. FY=33 KSL °UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. IMPACT RATING RATED FOR LARGE &SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & S PRODUCTRENEWED 9co "Il In9 with the Florid. 411m.9 �an. NOA-Na. 15.1210.03 i4 +� IJo.6B706 MAX. UNIT WIDTH MAX. UNIT mlj� HEIGHT V I / PERTABLESI &2 NOM. PANT PER TAB MAX HE PERTAE NOM. PAN PERTAB MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 PER TABLES�I & 2 Ilk I �T11 I I E MAX.UNIT HEIGHT HEIGHTPER TA13LESI&2 I PERTABLESI&2 .� I� I 1WIDTH ES1&2 MM. UNII WIUIM �y 1 I UNIT GHT / ILES182 A MAX HE PERT 5-PANEL CONFIGURATIONS 4) NOM. PAN PER TAE MA) HE PERTAI �jpl �71-uFjRsu, � a MAX. UNIT WIDTH NOM. PANT PERTAB I I NHEI HE / IB row. IN F TABU r r� IWO 1 v Ile v EL WIDTH LES 1�& 2 MIU[. UNiI WIU 111 UNi R E9j GHT BR :S I+ 82 MAX.UNITWIDTH NOM. PANEL WIDTH PER TABLES I & 2 1 MAX. UNIT I� HEIGHT PER I" TABLES 19 J 6-PANEL CONFIGURATIONS amvoe�w.znwownvu�awxvnarme. PRODUC MAX. UNIT WIDTH ompl 0.110.9 NOM. PANEL WIDTH T NOA-No. PER TABLES I & 2 dplrallmn 1 I mYoml-o Ipp MAX. UNIT I I / Ijgg Ig HEIHT PER TABLES A 7-PANEL CONFIGURATIONS B-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X°= OPERABLE PANEL DLO WIDTH=NOM.PAEIGHT-NEL TH-11-0/16° 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 'O°= INOPERABLE PANEL 'P"=POCKET DLO HEIGHT=DOORHHEIGH LOCATIONS. EXAMPLE; 4-PANEL XXXX IN POCKET CONFIGURATION CAN BE )OEXX, XXXX ORXXXXP. OXXX IN (PI D P P -2-1/2° PANEL HEIGHT cD00R RETORT-2-112° POCKET CONFIGURATION CAN BE OXXXD. VINYL SLIDING GLASS DOOR NOA (LM) 10106ME 2)go- & 13V CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. OWind1s&Don1 O W(BEIM6 & DOOTB wxw.2D woe6- g EXAMPLE CONFIGURATIONS 8� J ROSOWSKI CAVITY NOTPARTOF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND ia(0k.4FL83lN ArhM.fLA1112 < <qn REVIEWED BYWALL THEOR REVIEWED BY THE AUTHORITY HAVING JURISDICTION. AUTHORITY DETAIL LETTER Teeep9.6e9,8590 Fu.•sosew.ass2 � �tl __ 4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. ® vBrrABo aNN w¢ P.x mtt d mt @ 5)MAX. ALLOWABLE FRAME SQUARE FOOTAGE =47P.656 FP L--SHEETNUMBER N. VEMLF, R 312)E Epa/ail.fm SGD-7650� NTS 20F 21 4 g4 MD-7660.0 i4 GiItI. OfAWN.MO1BA Nv,66105 TYR ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER .: SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW EMBEDMENT PLATEAT ' y EVERY ANCHOR LOCATION 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER_ SUBSTRATE,SEE TABLE A, SHEET 1 & I NOTE 3, BELOW 1 EDGE METAL TYP., SEE ANCHOR DETAIL Cl DETAIL DI CNOTE4,SHEET I;MIN.OF3 INTERLaK INR)NETAL \ THREADS BEYOND THE METAL SUBSTRATE FRAME WIDTH 1I4' MAX REOUIREDR DOOR HEIOHrISOVERo6` EDGE DISTANCE DAYLIGHT 1XOR2XWOOD �/LBUCKTRIP, SE '""'""' ; /III_J�j ss ��'V THI96HEET� EMBEDMENT --�'I_ NOTE 4, SHEETE SEFNOTE 0, iH186HEET na l J qB X 314' SMS REINFORCEMENT SCREW; 7 TYP,AN) TYPE, NOTE 4, BHEETI L------� xs PER STILE, LOCATED AT CENTERLINE AND V, EMBEDMENTAND HORIZONTALSECTION (XXXSHOWN) 0' V'FROM ENDS (FACTORY INSTALLED} EDGE DISTANCE PER - DETAILBZ SUBSTRATE, SEE DETAIL C2 DETAIL D2 ASRaDa TABLE A. SHEET i & DETAILA2 INTERLOCK INTO MA60N0.Y ��`` FACINOINT. NOTE 3, BELOW INT01KWOOD Io REOUIREUIFDOOR EMBEDMENT as DAYLIGHT II BONTISOVERSB` 114°�j OPENING D' MAX. --IIxT6moR I PRODUCT RENEI EDGE on comp) in wILM1 1M1 WIDTH v I DISTANCE w P 6EiL�iIINO"o . IS-1 ENOTESTHI3SHEET T Dal. 0411 zF v a ss TYRANCHORTYPE, By d 6D as S EMBEDMENTAND P q mla mavp a OnnoN� EDGE DISTANCE I I I PERSUBSTRATE, ' f alA SEE TABLE A, SHEET d d d T5 I,T✓�➢➢04 1 S NOTE 3, BELOW �-�-1W MAY PANELWIDTH CONCRETEICMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT FIXED PANEL CLIP& INTERIOR OR ;II IIIIIx NCHORS SEE EXTERIOR DIRECTION. LtL'I IYND NOTES A ALL PARTS IDENTICAL. DETAILSHEETIO 1) DETAILS APPLYTO 2.3 AND 4 TRACK CONFIGURATIONS. RENWOROEUENTTYPES (SEE NOESTmSSHEET) 2) REFER TO ANCHOR NOTES. SHEET I. 31SEESHEETI3 FORANCHOR LOCATION&SPACING, FOR ANCHOR QUANTITIES, SEE TABLES I & 2. 4) CONTINUOUS ANCHOR PLATE ITEM NS ISREQUIREDATALL FORailoacaTnes. Asrw,SA TIMMI STIUSUID I HOREONTALRA13 Impact HBslslant ®Windows & Doors WEBE6TRoNO6R" VINYL SLIDING GLASS DOOR NOA(I.M) � 10/06/15 I9 INSTALLATION, HORIZONTALX-SECT.Ij%I JROSOWSKI FRAME ANCHOR LOCATIONS. 51 PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. S) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL FOR INIERLocIa Q THEREIEXTRUSION. REF E TO TES REPORATELYTS THE FULL LENACT DIM N ONLY THE EXTRUSION. REFER TO TEST REPORTS FOR EXACT DIMENSIONS. srANDARO 7) SEE SHEET 20 FOR SCREEN DETAILS. NTS JAI 3OF 21 MD-7&50.0 Np. 60705 DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 DADE APPROVED MULLION, FBC IWOMASONRY AND EDGE DISTANCE PER INTOWOOD IWO Masoxav IWO METAL COMPLIANT ALUMINUMISTEEL IXDUC RIP SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING OR STEEL STUD. MAY FRAMING, SEE ANCHOR AND EDGE DISTANCE PER ANCHOR REQUIREMENT PER SE VERTICAL OR HORIZONTAL. CONCRETE/OMU EDGE NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A. SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, PERANCHOR DISTANCE EDGE TABLE A, SHEETI REQUIREMENT ��� EDGE 18NOTE S, THIS SHEET DISTANCE i DISTANCE ` EDGE DISTANCE EMBED- MENT EMBEDMENT EMBEDMENT j. .. .., '..., . � EMBEDMENT I/4"MAX.J ° 1/4"MAX. _Lt/4 MAX. ° 1/4°MAX. e �..1/4"MAX t O IXOR2XW000 O BUCKSTRIP, SEE a TYP. ANCHOR TYPE, EMBEDMENT AND TYP. ANCHOR TYPE, EMBEDMENT AND ANCHOR NOTE 3, ° EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE SHEET i TABLE A. SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET t & NOTE 3, THIS SHEET / ss NOTES FOR 1) DETAILS APPLYTO 2.3'AND 4 TRACK CONFIGURATIONS. / LDCxsiaEs, 2j REFER TO ANCHOR NO TES, SHEET'. Y, FY A91�`LS. 3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION &SPACING, FIXED816E6 V AND geX314"SMS REINFORCEMENT FORANCHOR QUANTITIES, SEE TABLES'&2. DLO WIDTH=NOM. PANEL WIDTH-8-9/1 B' _ x0RrzoNtAE SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM N8, IS REQUIRED AT DLO HEIGHT =DOOR HEIGHT - 11-1/1 V ANCHOR PLATE AT RAIL SCREW, CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-tf2" EVERY ANCHOR (FACTORY INSTALLED) 0) SEE SHEET 20 FOR SCREEN DETAILS. LOCATION 6) SEE TABLES I & 2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT SILL RISER LENGTH OFTHEEXTRUSION. REFERTO TEST REPORTS FOR PRODUCT RENEWED HEIGHT HEIGHT NOTES, SILL RISER EXACT DIMENSIONS. Building ad. with the Norma REQUIRED NDA-NP. n 15•'21021 E%IERI°R POSITIVE Q,[plrellon Dale 0411 rD202i DESIGN 398 a PRESSURE, DY B2 SEE SHEETS .588 �r1 mla,nH .ae act OPalrot exrERl 41 OR Da 7 & & .398+1 — I T 2.847 a a O m f y 2.370 4.041 783 1ROUTX. @4ALSOAP L 2.86T L 4 GROUT AS > r° g44963 SH0w PLY NEEDED, SEE A14CHORNOTE is Ss a 12 3-1/2"-TOTAL .068 .088 .088 5, SHEETI u SILLHEIGHT ° po tI4"MAX. ° s SILL RISER na SILL RISER O SILL RISER `°S�So��y I.yNN 49��: C—�'I • dQ m�J, O(34/2"TOTAL (4-1116"TOTAL (4-5/8"TOTAL ° ,�y, ,•,.......,• (� �i ... .. .. .. .. ... .... �- SILL HEIGHT) SILL HEIGHT) BILL HEIGHT) ���.: J�N�F '••,'1 EMBED- ' ' r • ' , R EMBEDMENT EDGE ` 'I.' No. 50705 •'.x MENT °.., .' DISTANC`T Olmpacl RB3lslanl VINYL SLIDING GLASS DOOR NOA (LM) �10/06118 ❑ ; • 1 , �' WNdOWS & D0 TYP. ANCHOR TYPE, weRaeteaxDER^ kkINSTALLATION, VERTICAL X-SECT. [iQ JROSOWSKI T..O•Q�-($(6 �Lq= EDGE TYP. ANCHOR TYPE, m1pDxtes4mshen E %AIt'. DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENT ANOFL891M a <g ;(,rA IeO �Oc EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE rplJDS4ps.°aDJ Fa: spscv.oma �9 '•.^�'�F<OItIOA.•'\G`\�� CONCRETEfCMU PER SUBSTRATE, NOTE 3, 9HEET1 PERSUBSTRATE, pREPMEDDY.aLYNNNttlf'SAS m m �OIVAI FC.` PERANCHOR DETAILH SEETABLEA, DETAIL F2 SEE TABLE A. 1a x.v mCr°L, Rm'sres°e� �0 REQUIREMENT IWOMA90NRY SHEET I&NOTE 3, ET IL SHEET I&NOTE 3, rolallsOtssp -- i+ A.LYNNMILI-OLPE. THIS SHEET THIS SHEET CERT. osaurxtVsne SGD-7850 NTS 40F 21 a4 MD-7850.0 �4 p,EDER7m IWO.C. 890s O F tY IRIOR ` N�� 15 DETAIL G1 195' INSIDE CORNEA t p• p p p trl 90° � DETAIL Hi nvxle.o• 80' INBIOECORNER EXTERIOR IE SEE 2 r ■ p � a• I� p NOTES 1) DETAILS APPLYTO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FORANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. OlmpaDt Realstaat I P VINYL SLIDING GLASS DOOR NOA(LM) JAI 10/05/18 Windows & DOars WFBIMMUR- Y CORNER ASTRAGAL HORIZ. X-SECT.1aJ ROSOWSKI NTS 111 6OF 21 I�41 MD-7650.0 OXWROR V PRODVCT RENEWED OS ome�nI Ie,W11h ft Flortao BmNinoe xoa-xo. 1E-1210.OS e.Fl.nnnn Dole 04/14/2021 'k : ..Npo. 6617�05 on OPTIONAL NON- +. STRUCTURAL •' ANCHORS FOR '"V... INTERIOR POCKET JAMB INTERIOR POCKETS MUST INCLUDE A NONSTRUCTURAL, TNI55Ni FRAME JAMB TO REDUCE THE POSSIBILITY OFWATER �r. .•' ,rI INFILTRATION. �: II JI4•MAX' POCKET BY OTHERS, SEE �_ NOTE B BELOW. {• M <'3 m�ERl9.R�.a TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER. SUBSTRATE, SEE TABLEA, SHEET S NOTE 3, BELOW METAL TYP., SEE ANCHOR NOTE 4, SHEET I; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EDGE DETAIL 13 DISTAN( INTOHETRL EMBEDMENT E%IENOR 114 MAX. DETAIL 11 DETAIL 12 INTO M1NSONRY IMOM1NSONRY EDGE CONCRETEICMU i 4 CHOR R1 TYP.ANCHORTYPE, EMBEDMENT' DISTANCE REQUIREMENT ANDSUBSTREDGE ATE DISTANCE PER SUBSTRATE, SEETABLEA ••`•=, SHEET I B NOTE 3, BELOWr:';.' r.. i OPT. _E.. ANCHOR .- EMBEDMENT F�EP �N ERIOR ".`. OPT. ID ANCHOR OONCRETEICMU EDGE PERANCHOR DISTANCE REQUIREMENT EXTERIOR POCKET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1 S NOTE 3, BELOW ANCHOR i EMBEDMENT PT. 1 vaD MAX. NOTES 1) DETAILS APPLY TO 2. 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION S SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 S 2 FOR REINFORCEMENT REQUIREMENTS. 6) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. B) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FORDOORHEIGHTSSB"AND LESS: IEI-\M EXTERIOR POCKET L EDGE 2XWOODBUCKSTRIPOR DISTANCE FRAMING, SEE ANCHOR NOTE 3, SHEET 1 - OPT. ANCHOR Q 1] OPT. DETAIL 14 &Re-/ EE I 10R o° a� EXTERIOR POCKET liALUMINUM SLIDING GLASS DOOR NOA(UM) YP-HOOK EXAMPLES, HORIZ.X-SECT. J J NTS 111 6OF 21 1991 MD-7650.0 *.' Ho. 68705 O.C.I MM1B C1. Design Pressure (DP) and Anchor Quantldes Required, (for all eppmced conlgumllons on Sheet 2) Use this tebla for. Glass Types i, 3 or 5 Aetmgal Roinforoament V29 LocketOe Reinforcement 95 or@8 Bid. Interlock Reinforcement 427 Door Unit Height s0- 84' 96" B&15/16-DLOHelght 72-15f1B-DLOHeIOhI 64.16f16'DLO Height Anchor Group AneborGrcup Anchor Group A B C D A B C 1)A B C D Dos lOn Pmssure +60/-e0psf +60/-60par +60/-BOPS! 1OLD Headisill 03+1 C3+1 C3+1 03+1 C3+1 03+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 24' DLO Width Jamb 5 5 5 " 6 5 6 IF P-hook 7 7 7 7 7 7 7 7 B 8 B B Design Pressure +601-60psf +60/•60psf +60/-60psr 2&11W HeadI6N C3+1 C8+1 C3H C341 C3+1 C3N C3M C341 C341 C3+1 C3+1 C3+1 30° DLO Width Jamb 5 5 6 6 6 5 5 5 5 6 j5 6 P4,aok 1 7 1 7 7 7 7 7 7 7 6 8 1 B 1 B Dealgn Pressme +601-60par +66/-a0psf +60/-e0psf 'p 5 31.116P Head/SIII C3+1 C3M pit C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 a a 3n" DLO Width Jamb 6 5 6 6 6 5 5 5 5 6 6 6 5 P-hook 7 7 7 7 7 7 7 7 B 1 B 1 B I B Deals Pressure +60/•dopsf +601-60psf +601-60psf 37-1/8' HeadlBN C3+1 C3N C3+1 C3+1 C3H C3+1 C3+1 C3+1 C3M C3+1 C3N C3+1 42- DLO Width Jamb 6 6 5 5 b 5 5 6 6 6 6 5 P4taok 7 7 7 7 7 7 7 7 B a B 6 Dos lgn Pres0re +BO/-60psf +60/-60psf +d0/-60psf 43.116' Heade!lI C3+2 G3+1 03+1 C3+1 C3+2 C3♦1 C3N C3+1 C5+2 C3+1 C3+1 C3+1 48° DLO Width Jamb 5 6 6 b 5 6 8 b fi 5 B 5 P-hook 7 1 7 1 7 1 7 1 7 F 7 1 7 1 1 8 is 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IB REQUIRED,THE LESSER VALUES OF EITHERTABLE 1 AND TABLE B7 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF 80. +DIPS SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET4. 41 SHEET APPLIES T02.3 AND 4 TRACK CONFIGURATIONS, 5) REFER TO ANCHOR NOTES, SHEET 1. 8) SEE SHEETS 11-is FOR ANCHOR LOCATION 8 SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM OPAT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE OF DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE BI, THIS SHEET. ✓ 40F ANCHORS THROUGH THE HEAD B SILL. (EX: FOR C3+1, 3ANCHORS �-- CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). •���TOTAL 4 OF ANCHORS THROUGH THE JAMB. THE 9 OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TART F_ 81! Water-Unil"d (4) Design Pramum arAft"d N'am.Sol Met. (+) DP seeNote 2 2 !44 2.1/2' +38.7 psf 3 "Ir460.0 pal 4-1118'+60.0 Pat 5 4518, 460.0'PSI FIG 1: DOORASSEMBLIES INSTALLED WHERE THE PRODUCT RENEWED OVERHANG (OH) LENGTH IS as compiying with the Florida em1aM0 Gotl EQUAL TO OR GREATER THAN I NOA-xe. 16.1210.03 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER eapimtlon Dale 0411412021 DLO WIDTH = NON. PANEL WITH - DLO HEIGHT D OR HEIGHTD11-1I116' `\ %I LLNNZI/I' ee PANEL HEIGHT =DOOR HEIGHT - 2-112" CY: ,A ss'., cY: Np.S0706 rY YL SLIDING GLASSDDOR NOA(LM) "'05115 ? B ANCHOR QUANTITY %JROSOWSKI �.a !•t 6 r4 .On'•. 1 - NTS111 70F21 1111 MD-7650.0 TABLE 2: Design Pressure (DP) and Anchor Quantitles Required, (for all approved con8gurellone on Sheet 2) Use We table (or. Dom UNt Height Glees Types 2 or 00' 84, 98" 10B' 120' B8.16116' DLO Height 72-15118' DLO Height 84.16/iB' OLD HCIBht 55-16/18' DLO Height 10&15f18" OLD Height AeOalial Ralnkmement #29 Anchor Group Anchor Group Anohor Gf03P Anchor Group AnohoTOMP Laoketlle Relntoroemml#25 HD lnletlock RelnWroemeM #28 A B C D A B C D A B C D A B C D A B C D Design Pressure +100/-100 Psf +100/-Itvpsf +100/•!OOPS( +00/-05Par +BO/-85ps( 19-1/8 HeaNSill 03+1 C3+1 G3+1 C3+1 C3+i p+1 p+i C3+i CSM C3+1 C3+1 C3+1 C3+ pN pN C3+1 03+1 C3+1 C3+1 C3+1 24" DLO Jamb 5 5 6 5 5 6 5 6 6 5 5 6 8 8 B B 6 B 8 8 Width B B B 10 10 10 10 p•hook 7 7 T 7 7 7 1 7 e B 8 e B Design Pressure +100/.100psf ♦100/-100per +f00/-f00psl +80/-BSps( +W/-05psr HeeN61Il C6+1 C3+1 p+i C3+1 C6+1 p+1 pN p+1 CSN G3+1 C5+7 C3H C3+1 C3+1 C3+1 p+t C5+7 p+t C3+1 C3+1 30" Jam' 6 5 6 6 5 8 8 6 fi 6 T 5 8 6 8 8 B B 8 B Width Wltllh B 9 9 10 10 10 10 p-hook T 7 7 7 7 7 7 7 S B 8 8 9 p1ga Pressure +H00/-10OPs1 +100/•100p3! +f00/-100psf +60/-85psf +60/-gaps! 31-119" HeeN6111 C6+1 C3M CS+1 03+1 C5+1 C3+1 D5+1 03+I C5+1 C5+1 CS C3+1 p+1 C3N C3+1 C3+1 C6H 03+1p I pH 30, OLD Jamb S 6 8 6 6 6 8_ 6 6 5 7 6 B 8 0 8 6 0 8 0 fi Width p hook 7 7 7 7 7 7 7 7 8 8 g 8 9 8 9 g 70 10 10 10 Doslgn Pressure +100/.f00psf +f00/-100psfR+921-92pst' •100psf +60/-BSpsf +60/-85psf '$ 37-118P HeeN6111 C6+2 03+2 05+2 pH C5+2 C5+2 C5+2 C3+1 C5+2 C3H CSN C3+1 C5+1 p+i C5+7 111 C6N C3+1 a 42' DLO Jemb 6 6 7 6 fi 6 7 6B 5 8 B 8 8 B 8 7 6 Wltllh P hook 7 7 T 7 7 7 7 7B 8 B B B B 10 10 10 10 Design Pressrea +f00/-100psf +100/400 Psi32psf' +60/-65psf ♦60/.85psf 43'116' HeadlSlll 05+2 C6«2 05+2 C3+2 C5+2 CW2 C6+2 C3+2 C5+2 C5+2 C6+2 C3+1 C5+2 pN C6+2 C5+iC5+2 C3+1 4B' DLO JamO668 fiWidthP-hook B B 9 10 10 10 10 7 7 7 7 7 7 B B8 B B Design Painum +80/.80ps! +80/•BOpsr'-BOpsf+5A1/•5S.7psf 49.//8- Heed/S10 p+2 C3+2C5+2C3+2C8+2 p+2 C5+2 C3+22 �:2 C3+2 C6+2 C5+2 C6+2 C6+2 C5+2 05+2 C6+2 C5+2 64 OLD Jam' 6 e 8 5 5 5 7 6 6 6 8 6 8 8 0 e 8 B B 0 Wltlth B 9 10 10 10 10 P-hook 7 7 7 7 7 7 7 7 8 B B e B B Design Preasms +So/•BOps1 +e0/-80 Psi +80/-60psf +69.1/-wigs! +49.6/-53.7p3f 66-Ila' HeaQ16111 C6+3 C3+2 C£+3 C3+2 C6+3 C3+2 C5+3 C3+2 C5+3 C5+2 06+3 C3+2 C6+2 (l+2 C5+2 C5+2 C5+2 05+2 C5+2 05+2 60 DLO Jamb 6 6 8 6 8 5 7 6 6 6 B 5 8 8 B 8 B B 8 8 Wltllh 7 7 7 7 B B B 8 B B B 8 10 10 10 10 P hook 7 7 7 7 +l-itaim rsr run ANCHOR GROUPS D, 0,.0- TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHERTABLE 2 AND TABLE 82 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IB NOT REQUIRED, IF $0,+DPS SHOWN IN TABLE 2 MAYBE USED. S) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 24 AND 4 TRACK CONFIGURATIONS. 6) REFER TO ANCHOR NOTES. SHEET 1. 61 SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEETI FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE /CONSIDERED, SEE TABLE 02, THIS SHEET. # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND I ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. —� THE # OF ANCHORS REQUIRED THROUGH THE P•HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOORASSEMBUrS INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TABLE B2: Wom"I imlted (+) Onion Pressure sN Riser Ndn. 601 H.1sM Mas. (+j DP AlI.d None 1.11110' bee No1e2 42 2-1Y2" +30.TPet 43 3412' -60.0 Per 44 4.1118' +80.0 Pet 45 4-5r8' +100D psi DLO WIDTH = NOM. PANEL WIDTH-8-9110" DLO HEIGHT =DOOR HEIGHT -11-1/16" PANEL HEIGHT = DOOR HEIGHT- 2-112" VINYL SLIDING GLASS DOOR NOA (LM) DP& ANCHOR QUANTITY TABLE 11al JROSOWSKI m� SGO-76501jil N.TSjjvj 8.01721 1191 MD-7650.0 991 eap,reeee `w", OH.. LYNN Ate '. No. 58105 "f T a,;1B !6; r-i` EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION -PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: 448.2/-58.0 PSF SHEET POCKET BY OTHERS. SEE NOTES, SKEET6 I r POCKET BY OTHERS.SEE NOIEe. SHEETS i� JMIBREDURED HEADSPOCE INTERIOR CENTERLINE RIORPOCKETS OFINTERLOCK -^I MAXI I-� 1-- OFPMEL f Oi'OLUSTER_ / '13-C ` J SHEBT I2 SMEEi HEET12 12 v V v 6EEPOOKETJAMB SPlICENOTE: wsraLUTlonon HEAD ANCHORAGE DETAILS NON-STRIICNRALANCHOft9 MAY SHEEtB FIXXX(3-TRACK) BE ADDED INFIELD AS NEEOEOTO /\ AUCC17HEHEADORSILLIFA 1f SPUCEOCWR8WITHINAPOCNET. SRLSPUCE INTERIOR I CENTEIWE 8' L CENTERLINE OF WRItIOCK SENTERLINE -OFFinal I OF AWS.2 Yr C `REQURED® V `INSTpI�ONOB SILL ANCHORAGE DETAILS INTERMPOCKETS RIEETB - PXXX(3-TRACK) 1) KNOWING THE PRODUCTS REQUIREMENTS. &CAN THROUGH TABLES 1 & 2 FORA DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +4821-58.0 ATA MOM. PANEL SIZE OF 48- X84°. FROM TABLE I, SHEET 7.THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+60F80 WHICH EXCEEDS THE PROJECT DESIGN DIUMCETO NEXTI PRESSURE REQUIREMENTS. To BE 2641.0.0.( FORWOOD INSTALLATION USING ANY HaedlSNl 174+2 ANCHOR IN GROUPA(SEE TABLE A), TABLE I Jamb 1 8 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 2) ANCHOR LOCATION DETAILS CANBE FOUND T O SHEET FOR"C3"CLUSTERANCHORS AT TINTERLOCKIASTROAL E p0IR� j HEAO(INTERMEOIATE SHEET 12 FORTHE'+2 ANCHORS AT THE wMW MIDSPAN OF EACH PANEL. P-HOOK JAMB SILL (CLUSTERANCHORSI: SHEET 11FOR THE'C3'CLUSTER ANCHORS AT ANCHORAGE ANCHORAGE THE INTERLOCNIASTRAGAL SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE"+2 ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. Impact RH&ISIHOI JAMB: 6 ANCHORS, SHEET 13 FOR GEN. LAYOUT. WIHdows&Doors )LOT REFERENCES. ALSO SEE: P-HOOK: 7 ANCHORS, SHEET I3 FOR GENERAL 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. ws'82E)RoBBw^ IS OF CROSS-SECTION DRAWINGS. fOfW.AnSASawr wma{FLm3a 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN rPe3AxEpaasw FAc3axesaeN 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: PRFAAr2EUe1A.IA?NMaWRP 34&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD &SILL: SHEET toioTEcxnpLODYDRrvE 18 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. IAMB: SNEET 3 N t'ENICS PLSfsrE 21 FOR A BILL OF MATERIALS. P-HOOK: SHEET 0 DENIM 02M (MIN.1 FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 253/8', OTHERWISE ANCHORS ARE NOT REQUIRED AS GLASS DOOR NOA (LM) I�I 10/05/16 IR EXAMPLE lial JROSOWSKI NTS 8OF21 MD-7660.0 6' MAK. E(TEEPNOR v 8' MAK. EMEMOR v PRODUCT RENEWED yy1,1.wItb 0. fold. 5.11JNB Ca'a NO .. 15-1210.03 E„pbeuoIn Daeo0411 1-11ITNOM. 3/16'HSGLAS9 NOTES: 311W HE GIASS� �' &18'INS OLA6S� 3N8'ANNGLASS- TS la A9O•PVB .090's0- NI6-AIRSPACE » le BING SURFACES SHALL NOT E PAINTED OR LAMINATED. TIWAN�! GIISS PANTED/ vta LL3GLAss 3NB•TGASs FAINTED/ 2) PRODUCT MAY BE EITHER INTERIOR OR /�'LAMINATFD PAINTED/ LAMINATED EXTERIOR GLAZED, PROVIDED THAT THE �a8f / SURFACE 6o et -- LAMINATED ex ee SURFACE "HS"SURFACE OFA LAMINATED GLAZING YJ SURFACE UNIT IS ADHERED TO THE GLAZING LEG. a MICROS 1 -- (�pjMIOa I— �E_XT PJ� - PRODUCT I8'EXTERIOR- PROPUGTIS-EXTERIOR- \ PRODUCTIS'FMERMR- I \I °ANN"=ANNEALED GLAZED' IF N90el Is Tl8'NOM. GWED•IFE10.8118 7I0'NOM. GVZ'NIR MS ]GLASS. I� O TOWARDSTH2EXTEROR.I I GLASS TOWARDSWEEXTFAIOR.I D I GLASS TOWAPDSTME EXIEWORI O I GLASS' °HS°=HEAT STRENGTHENED I I BOE I I BITE I ) BITE "T"=TEMPERED I 'PVB` =.090' BUTACITEO PHIS INTERLAYER (� IN.ERICa I Gj mmERidl I -� a xI lERIOR I BY KURARAYAMERICA INC. PRODUCT I9 R[TEWOR- I I PRODUCT 18'IMMR I �PmDuorls•INTERIOR, I °SG'=.090"SENTRYGLASOINTERLAYER GLAZED-1Fpe0dt16 TN GL EPIFA80d11S I TD GLATED•IF89Z8318 I0 BY KURARAY AMERICA�INC. TOWAROSTH2INTERIOR.I TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 80 THISHE2 SEENDTET. SEETHIS SHEx, 11093HEET LWS6HEEi Tq$6HEET GLASS TYPE 1 <11�61LMONE BUTYL STRUCTURALNOT•MELT STRUCTURAL SILICONE -1/PNOM. FOAM ..3116'NON. POLYISOBUTYLEN Wf H WITH DESICCANT DESICCANT EXT. GLASS En. GLASS -INT. GLASS INT. GLASS 1e KODISPACE rN SUPER 4SGTICS SPACER®NX'f"' BUTYL& DESICCANT FOAM EXT.GLASS1 ODURASEAL® SPACER STA XL EDGED' SPACER GLASS TYPE 2 --I 1-111WNOM. 3/IWHS Cl-' -- L cul ACE exTExlon � 02831E IF B�0GI ENUEN I OMs E a MIENOR PRODUCTI9'INTEPWR GLAZED' IF 002d31S TOWARDS THE INTERIOR, SEENOTE2 THZENEET GLASS TYPE 3 - 1418'NOM, a SNMMR PROWCTIS'WTENIOR- GIA WIF88415 TOWARDSTHEINTMOR SESNDINT, THISSHEET M76`ANN GLASS 09V EVB SHIP HS GLASS PAINTED/ PRODUCT �LAMWAUED mplyying9 WltB W. PINr1EA BODGING CNUN SURFACE NOA-N.. 15-1210.03 Eupl .tI.D ED, 04/14/2021 TOLASS I MiNm A mnuNt DOWN, I BRE I GLASS TYPE 4 GLASS TYPE 6 '1 LYNAI `d`aO......... Yr. N0.0G705 '-'+i _v :. ®Impaol fle3lSlBnt Windows & Doors VINYL SLIDING GLASS DOOR NOA(LM) g10105116 GLAZING DETAILS & J ROSOWSKI WERESTRONOM' ..� •.� f �6 MZ7 fO�ml Ft 991Td of THEWA9&8Atl Fm MU23AW9T i j(.T . SD ipj/j ��'/S/OA�AL �`®® vRFPAREDBnaxYNNre&tERP.R = - °ee@ �=Q�T�� '"T1Nlttt'• fO)AVEN OLOOYOWVE q& N. VENMBR94TT8 (94Q404600 ALYNN PALM P.E. P.EY58108 SGD-7050� NTS 10OF21 99 MO.7660.0 �4 CERY.OFAUMbTB2Po i SILL CLUSTER ANCHORS LAYOUT: ASTMOAL011 LNTERLWK CENTERLINE 4° 1� EX �FR1IOfl V 9.TMCILCWSTER'CT ANCHORLOCAT(ONS AS7MMLOR IMERLOOK CENTERLINE 4° o EXTER (jRIO V T-1MCNCLUSiER'CE' ANCNORLWAMM wlenlwn ..�.........-- 4° 4° 1� CEMEPI➢IE CEMERIINE rEREEl�O —�+ 3.22° � 0 322° LTMCKCLOSTER'CT "MCKCUISTERTV ANCHDRLOCATONS ANCHORLOCA➢ONS -m-MCHORLOCAT10N5 NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK ANCEI92.376' 2.376° FOR FORALLSILLS: 4TMCKMUSTEN 'CS MGWRLOCATIONS 4° PANEL CEMERLINE EXTERIOR �J 2-MMIMERM90AW . 1'M=RLOCATIDN PANEL _ CEMERUNE EXTEnRIOR YTMCK IMERMEDAW WAN ORLOCNION WANCHORLOCATION PANEL CEMERLINE 4" E jjRIOR 15 2AMCKIM MEDIAW v2'AN0IwRLDCATmm 4° &TRACK MTERMEDLAW -W ANCHOR LOCATIONS PANEL C IN UNE 4° e MEI'TRIO <J 2-TMCKWTERMO W 'w•ANCHORLOWIM CEMEMINE 4- is, 6R 3.22 �/ INTERMED '.TMC 3'ANCNOR LOCATI1ON0N S PANEL CFNIERL0IE 4• 4TMCKINTERMOMTE IrMCHORLOCAT10N5 NOTES' 1) ALL DIMENSIONS SHOWN ARE A TRACK DISTANCE IS IS 2.375° FORALLSILLS: 4-TMCKINIETO MTE 'WANCHORLOCATIONS ON MINIMUM ALLOWED. l%W XBDCl61tl vT BRO�P��RBNEWEDNm ```°, ..... .�,yHN.t �E. P hook 7 NO".. 1&1210.03 .'-. `'T ¢Xpiration 0.1 04114/2021 No. 0W00 21stent A VINYLSLIDING GLASS DOOR NOA(LM) 10105/15 8t 000(9 Rtnml- a Protlua comml " YT : GI ANCHOR LOCATIONSA 14JROSOWSKI =�)A. TATESIG 11 OF 21 1191 MD-7050.0 z HEAD CLUSTER ANCHORS LAYOUT: AWRAOALOR IM CENTERLINE q I ° �jJ���'°C• Il E%TFTI� 322° 2-TMCKCLUSTER°CT ANCHORLKICATIONS 4° YTRACKCLIICTERCT ANCHORLMATION$ •CS•ANCHORLOMTIONS ASTRAOALOR INTERLOCK 4° CENTERLINE R EME��IRIIO 322 1J 2-TMGCCWSTER'CS' ANCHORLOCATIONE (ERRIOR I 3.22° 0-TMCKCLUSTER'CS' ANCMORLMNEONS ASTMON OR INTERLOCK+ 4` ME um NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK DIS7ANCEIS2.376' IW2-3761 FOR ALL HEADS: II ��oa �n �a PANEL CENTERLINE E RLLIOR ID 2nMCKINTERMEDIATE ••a'ANCHORLOMTION PANEL Am V '•I'ANCHORLOMTION PANEL 4.CEWERL(NE4'- EMMORnn3.22` V 2TRACKINI E01ATE • 2•ANCHORLOMTIONS PANEL CENTERLINE Em 75° lro EXTERIO fl STMCKIMERMEONTE V ••2'ANCHORLMAMNS PANEL 40 CENTERLINE ErzTIeI''7R7Io3 CJ 2•TMCKWTEW.EOIATE ••SANCHORLOCAMONS PANEL CENTERLWE 4' EKTERIOR —^I 9.22° }TRACK INI•9^L MAMN V MAM •ANCXORLOCATMN9 4° 4-TRACK INTERMEDIATE 4-TMCKIMERMWATE's2 �1 44RACKWIERMEDTATE Vs' IVANCHORIOMTION ANCHORLOCAMONS ANCHORLOMTIONS NOTES: RSUAESIutNMOTxEEPUevnxoxrAa 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. MEANEONIE GRLDG110N5: 2) TRACK-TO-TPACKDISTANCE IS 2.376' JV2376. FORALLHEADS: - HseNSfll 1 BROmp �N1 wiEN NO F,Detlaa `T�L���IY IYNN ��x�' Jam 6 NOA-No. 76-72'10.03 Tt;.:' L,LCErySF ' TC� F Mok I'xPintlon oeb0 1412021 ' V �% VINYL SLIDING GLASS DOOR NOA(LM) 1016 miom u roauPtt CORVOI -'O ;• ANCHORLOCATIONSB �&' JROSOWSKI NTS 111 120F21 1191 MD-7660.0 P.E. P-HOOK ANCHORS LAYOUT: OPT. ALI CPT. ALIGNMENT W NOTES: 1) SEE TABLES 1 & 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED W THE P-HOOK. Hoo41S14 C3T1 Jamb S P•Nook 7 JAMB ANCHORS LAYOUT (PARTIAL VIEW): F� 21.6" 21.6° MAX. MAX O.C. O.C. 6" B, MAXI MAX. In 2•TRACKFRAME 3-TRACKFRAME JAMB ANCHORS JAM8 ANCHORS JAMB (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X AW': (1) WEEP NOTCH EVERY 24° Q 1.375° X AW0 1°X.500" JAMB T 4-TRACK FRAME JAMB ANCHORS NOTCHES a v X.600" (0) TRACK WEEP HOLES \� EVERY 24" ®1.125" X.190 (1) WEEP NOTCH EVERY 24° (31.376'X.500" SILL WEEPHOLE LAYOUT (2 3 & 4 TRACKS) JAMB DING GLASS DOOR NOA(LM)I 110/0611: LOCATIONS C JI&I J ROSOWSKI NTS1113 OF 21�$#�MD-7650.0OF 21�i;�MD-7650.0 Evyhanon NOTES: 1) STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS, ANCHORS MAY BE LOCATED IN ADJACENT TRACKS (SIMILAR TO THE 2-TRACK JAMB) AS REQUIRED TO MEET MIN. EDGE DISTANCE CONSTRAINTS. ttpUuln4 OBY LYNN q�r Fi No. 50%Ou^ 16 r %6i1�' F10RIDA ' '"rrniuuV ALYRNMIIERP.E HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: ETR�IO 'CYANCHORLOCATIONS I/ (WE WHEREW IS SPECIFlED) a" MRACKOtl'CORHER 'OC'ANCHORLOCATIONS (USE WHERE`CY IS SPE(TIFIED) SRRIOR v nvVW�4"453TRAC 1 . OR =3-22" ORNER lr HORLO (USE MERE TVMSECIFaO) .�� INryI �� IIN�'�'� III TIC (�rypj 4" II II RJl II II I +7RACK00'CORNER EXTERIOR '01`ANCHORLOCATIONS V (US E WHERE'CT IS SPECIFIED) BO' RODmsnl c 1 Jemb 0 P•Dook T SILL 900 CORNER CLUSTER ANCHORS LAYOUT: E I YTRACKSYCORNER %TENICE WANCHORLOCAT10N9 (U8EWRERE'CS'15 APTWORED) I 3TRACK00'CCRKEN EXTERIOR 'CYANCHORLOCATIONS (NE WHERE'CY ISSPECTIED) a" P M-32VEI. XTERIOR EXTERIOR 4.TINCKOo'CORNER A•IPACK90'wTm- n 'EMERNORLOCATIOR '(•MENEORLOCATKIF V (USE WXERE'CY 168PECIFlED) (USE WHERE'CD' IS BPECIFD:O) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE (F`� SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO TRACK I Mkat DISTANCE IS 2.3762.376" 2.376"PREP' FOR ALL HEADS ANO SILLS: I 2-TRACK00'CORNER EXTERIOR 'CB'ANCHORLOCATWNS (W E WHERE'CS' IS SpECIFIED) P P P 1 I 3•TMCK00'CORNER EXTERIOR `00` ANCHOR LOOATIOHB J\/L (USEWRERE'CV ISSPECE ED) rTTIM lu ExplmUon ,^ = �<; 140.55705 6 ` Lr --3 W RTOR ArONA�- ❑IT" 0. LINN MELEA, P.E. P.E.tl 69)OS sislanl VINYL SLIDING GLASS DOOR NOA (LM) 10105116 & Oaals 101R" t ANCHOR LOCATIONS D 1141 J ROSOWSKI NTS Igi 14 OF 21 I!$LMD-7060A PXIIINp PERTAN TORTE HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: DLLTAW IA' llc ft 1 M•CNOHIOGIIOXA 135' 4 4„ 4" 4„ 0 4„ o PASN3111 i MERIOR E%TERIO JLmb E 3.22" 4„ EXT IERIOR 4„ EXTERIO apk 7 2-TMCK1VC0RNER 2TMCKIWMRNM 24MCKIM-MMER V 2.TMCK136•CORNER •CYANCHORLOCATIONS 'C MCHORLMATION9 •G'ANCHM=AM0NS •WMCHORLOCATIOW (USEMEM-CYISSPECREO) (USEWNERE-CS-13SPECTMO) (WEWtlERE•CYISSPECIFMD) (USEYMERE'CYMSPECIFED) It% �l 4" 3-TMCKIDYCORNER 'C4'ANWMLOC =M (W E 4MERE'CP Ib SPECIFIEO) WERIOR lEgr--, IT- V 9-TMCK13V MRNM 'CB MM0R LOCATIONS (USEYMME•C6•I8SFECIFMD) �\ 4" '�&\ /-T 1(436'CORNER V •C4'ANCHORLOCATIONS WSEWHERE'C9•IS3PEC6IFD) 135' Haet113111 1 'Jamb 6 P-hook 5-TMCK196'=WR •C4•AWHORLOCA7IONS (WENMWVM'ISSKCCMD) . 4" \ 4-TMCK t36•COPNER V 4.TMCKI6SWO R 'Cb'ANCHORLOM=n 'C4•ANCHORLOCA710M (W E WH ERE'CY 19 SPECFIEO) ( W E WHERE •CY IS SP ECIRED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK Ec DISTANCE 132.976" ((�, 2.376" 2.376° FOR FORALL HEADS AND SILLS: 1(LjLx' p¢ EXTIE�RIOR Y 3.22" V bTMCK 13Y CORNER •Ca'ANCHOR LOCATIONS IUbEWiIERE'Cb•191PECIFIED) W T•'KPlntloR LYNN 4"'/" ;l7 ST ,4 4-TM%13YCORNSR •CYANCHORLO ea EiryVAI"WiA(.1�1```X VON9 (U9EYMHIE Gb'139PECIFlEO) A. LWNM OM. P.E. RES 8 05 enl �VINYLSLIDINGGLASS DOOR NOA(LM) 810105115 OBIS b ANCHOR LOCATIONS Ed J ROSOWSKI NTS11116 OF 2114$1MD-7860.0OF 2114$1MD-7860.0 SPLICE LOCATION 4° EK 3.22° [% 2.7MCKWuCE YA'MWRLOCATIONS (USENNPNE'CS'ISSPECIRW) SPLICE LOCAION 4.75° mmon4° MMCKSPLICE 'CMSPE ISSPECNS (D$E WXEPP YJ' IS SPECPD:O) 4.TMCKSPUCE .W MICHORLCC MoNS (USE IWERE W IS SPECIFIED) Tn-Tfl H0841SI6 1 JPmO P.hook I 7 SPLICE 7]1BI��L LOCATON 4P XMWOR 32F UMWKSPLICE 'CS'ANCHORLOCATIONS (USEl4HENE'C6'ISSPFDPS:D) SPLICE WCAT10 4" EIRERIO S22" L1 MMCKSPLM V 'CS'ANCEORIDCATWM (USE �'CSISSPECIPED) 4• 4TPACKSPLICE 4S MWORLDCATIONS (USE WHERE'CSISWECIRW) SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLIC LOCATION 4° p EKTERIOR I1 TTMCKSWCE V 'CVMWORLOCATNINS (USE MENE'4T' IS SPECIFIED) NOTES: 7) ALL DIMENSIONS SHOWNARE BASED ON MIMMUMALLOWIED. 4' 4TRACKSPLWE '04'ANCNORLMAT100 SISEWNER TVISSPECPIEO) 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK FOR SPLICES OCCURRING INSIDE OF A POCKET, SEETHE EKAMPLEON SHEET Q. TRACK -TO -TRACK IV2.375-JV2M. DISTANCE IS RAC FORM HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. split �[ LOCATION 4„ �( p o EKTERIOR f2WMSPUCE 15 •WANCNORLOGnOW (USEYMERE'C6' IS SPECPIEN 4TMCKSPLICE 'C6•ANCHORLOCAT10N9 (USE WNERE'06.196PECIREO) Pzpimtion 1f Nh 507DO SLIDING GLASS DOOR NOA(LM) 10ford5 DR LOCATIONS F jjS J ROSOWSKI NTS Ill 18 OF21 Jill MD-7650.0 PANEL TYPES SINGLE SINGLE INTER41% IMFAIA( IMERIOROR OVf IN IXIERIGRGV D NME NSI K RLO E F OIR DRERLOCKswo" 8 H Wa. IN RR R LU LDGK6l E W, NAND E D M r M MGA LR SOXOUf reoKam JASTMGAL aDxw IY9L 1 Jur. ao• oECEpNERA �"T �� Z R d nMMR AT AS REOEP/ER our. 195, VT VSRECE VE W.199' A9TMO4L yV I M RECENER LEFT PANEL h— - - — RILE ML"� PANEL TYPE 'I PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 2) PANEL TYPES NOT SHOWN ARE NOT RF NOTAVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR, 4) PANEL TYPE MAY BE EITHER EXTERIOR TYPES QUALIFIED BY THIS APPROVAL, SEI [�-.551) y .29 1 061 762 p .100 .500cccaaa 1 1.812 1.681 .062 930 ]..� 1.028 (+- ��.100 ❑ A Q (� �� ^FEE SCREW � 301� INTERLOCK CAP, Qi 2 TRACK HEADIJAMB Q4TRACK SILL 07COVER(PVC) aO ANCHOR PLATE O9 TRACKINSERT /0 EXTENDEDPCCKET 5.178 '� 231 f A80 -7 2.060 .400_ 8.260 +I 8.260 1000 1.435 f 082 1.813 .080 on�O O 100 r FRAME .84 _FFF rye- 1_983 u ❑ ❑ 1.813 i=]]8+81 I �"P"-•082 ,060.100 dQri 4 L1 11f SUPPORT 12 A DON ILL 73 COVER SILLTRACK QP'HOOKADAPTOR 18 P-HOOK O3 TRACK HEAD/JAMB ®3TRACKSILL 094 r 126 JJJ,,,,,, ��` 1�, .291 061 f 229 2.975 Lj� 2A41 r'---10.626-��II�1-( 6.875--�{•640 y I�{r"'•640 r _3.000 v-r1 ,075 ]I ❑ ❑ LJ ® t 100 9� .828yI�.OB2 .57`00�-8ll I+-2807-�I� -8 .3291 1.813 E �To--TI u 1.6++81 f "Ih- 082 1 i .100 �� AQ�J L^J�1 OKEEPEftEO KEEPER �BAIR GOVERMENT ©BAR FORCEMENT FIXED PANEL CLIP REINFORCEMENT Q 4TRACK HEADIJAMB O2 2 TRACK SILL 2b11 2.838 1.670 �- 1.626 1.596 � �1 1.696 SS '30' 2.898 .080 2.073 F �{I+-.0gg I} 3.485 .126 4.279 L IUI .070 .076- 4.835 .100 2.833 2.3B8 Q .300 2.7I{8g •400+ ® 2.788 2.026 .312 2210 .090 2.110 ®INTERIOR JAMB COVER L.188 1 TI.. PRODUCTRENEWED .110 Fes- - 41 .102 .120 h-A82 2.710 1.876 .120 - 2.291 .100 ee uemfyN IU <hn Ploeltla TOP BOTTOM @ TOP,BOTTOM @ INTERLOCK 200 INTERLOCK.400 ASTRAGAL E%TENDEDPOOKET INTERLOCK PANELSTILE,TOP Dulitlln9 Ce�ow AND STILE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT ® INTERLOCKADAPTER 31 ADAPTER @ASTRAGALADD-ON QANDBOTTOMRAIL N0A-No. 15-1210.03 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY E plmgpn Doto04114/2021 REINFORCEMENT 3.328 3A62 I"-3.345 NOTES: miemo- Proeuat conao 1,47p r 919 1) SEE SHEET 4 FOR .125 3.209 ,060 �� 3.713 �. - ,090 L SILL RISERS. ,126 3.345 060 2.176 .046 1.600 3.247 2) SEE SHEET 20 070 220.919 FOR SCREEN PARTS. 300 170 135'CORNER 136'CORNER 136'CORNER 135-CORNER 90'CORNER 00'CORNER 00-CORNER 3) ALL DIMENSIONS ®ASTRAGAL ®PASSIVE MOUNT ASTRAGAL OAP ASTRAGAL CAP ®ASTRAGAL ®ASTRAGALINTERIOR OAP ASTRAGAL GAP IN INCHES. EXTERIOR INTERIOR U;3Y I.YNN Jl�"i -g12l..I giy� .210 .252 � - .173 ImPaul Resistant g VINYL SLIDING GLASS DOOR NOA(LM) g10I05M5 _ Na 507a.5 ':Yf .005 -1 ®Windows&Boors c 1.261 .062-�1.201 1,281 1.281 =•u : to wesse7s0xata-'EXTRUSIONS&JROSOWSKI -:p z /k. }T f0104NW. NN61reB1 SRI. �711v 7A6"� 1-1HB"1 1-1/18"I 1-mw Mimi{flF"S < 5 1-"0\•'. 1 'el ® 83 ® PRE EE.NR1 Fae9p8.4E85p2 �` :i`�3"'`��Uftl��.•'i'� SQUARE aEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD PBEPAREDeN.ALrxxMrtteRP.E. �8 �'gSIry111AI LC`\\\`� f01PiE 06, FL XW6E 'IOnillV N VEMCE f191fl6 4q$ M0.LY NMum PP. iSGD-7850I�I NT6 � 180E 211941 0.0 $4 PBschfos 1)INSTALLAkk", 2)INSTALLCLIP HEADERBLOCKTO HEAD JAMB TO HEAD o CLIP INTO INTO FRAME ATTACHMENT HEADER ASSEMBLY TYPE USED TYPE AS USED PANEL n JAMB& INSTALL ONE BLOCK AT N BLOCK IN INSTALLATION, STILE SUBSTRATE, SEE EACHINTERLOCK. O TABLE A, SHEET 1 TABLE 1 AT ASTRAGAL, INSTALL o ONE BLOCK THAT ��f�(3)neX 03(3)n10X 105"SMS / SPANS BOTH PANELS. I I 1"SMS q p I / O u❑ ' d L C \ FIXED INST(ALLL ONE CLIED P ATTE (2)1(4"t� 23 PANEL MIDSPAN OF EACH F%ED - a'X2-V4'SMS CLIP PANEL -TO-FRAM-1.1. LOCATION. COVER EINF. BAR JAMB TO / ONTERLOCK CLIP COVER INTERLOCK xt REINF. PLATE BOTTOMRAIL n 0. n10X ve SUPPORT 2-1/2" SMS (2)n10X1'SM9 THROUGH 3UPPOR7, e2 NTO PANEL INTERLOCK SILL RETAINER „n1Dx 1-1/2°sMs CLIP ATTACHMENT INSTALL ONE ASSEMBLY AT EACH INTERLOCK 4-PANEL, 2-TRACK OXXX SHOWN ASSEMBLY ALL PANEL CORNERS WELDED, NO ASSEMBLY FASTENERS LOCKING JAMB lf� INTERIOR )TES EXTERIOR DETAILSAPPLYT0 2, S AND 4 TRACK CONFIGURATIONS. SEE SHEETS 11-16 FORANCHOR LOCATION & SPACING. SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS, CONTINUOUS ANCHOR PLATE, ITEM n&, IS REQUIRED AT ALL GLASS DOOR NOA (LM) 8 10/05H: INSTALLATION �ffi JROSOWSKI NTS 11119 OF 21 I$$ MI O-7650.0 KEEPER TO JAMB ATTACHMENT PRODUCT RENEWED Buplyyingg.1th e RaAda llElnD Caee We NDA-No, 15-1210.03 Eaplmtlon Date OW44/2024 No. 00105 BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE 11 .876 .87671 I'-' 1,020 r— DL }L 1. BL L 062 h ,082 062 1m BCX TOP RAIL EN 1p1 BOTTOM RAIL 102 S10ESRAIL EN 1.020—�_ T 1.685 1.3731-�— L872 L —,055 063 1.833 082 4 1­.—.372 , �:OX CREEN to BOX @SCREEN 1pd BOX SCREEN 00%0 INTERLOCK SNAP -ON ASTRAGAL BUG FLAP ADAPTER r 1.308 t— 1 D5B 065 1.4B7 � —.1 1487 �0— 1,61 060 1oA B ASTRAGAL N tp7 BIILLL ADD -ON BOXSCREENHEAD 1u AND JAMB ADD ON ADAPTER STANDARD SCREEN DETAILS: as@ -a ❑o(� 1u 1x1 to oL� 1aa — tat 11e ILItJ HORIZONTAL SECTION EXAMPLE I% VERTICAL SECTION EXAMPLE & Doors 32 Ott t21 12Y HORIZONTAL SECTION EXAMPLE -+I r--1.081 1.202-I+--�{� 78 RA t.7��78 836 �- 50 -.ice 0050 .045 SEEN 121 SCREEN 1zx SCREEN OXO 4ME SIDE RAIL, ASTRAGAL IL LATCH ADAPTER -E 1 -.725 1.435 .785 7K.062 T�F�.D40 1xa SCREENVINYL ASTRAGAL 1Re SCREENFRAME ADAPTER ADD -ON NOTES: 1) ALL DIMENSIONS IN INCHES. IDING GLASS DOOR NOA(LM) IAI 10iosm DETAILS III&I J ROSOWSKI NTS 11120 OF 21 It 91 MD•7660.0 PRODUCT RENEWED Bc complying Wllh the Florida u&din0 Cotle NOA-Np, 15.1210.03 expiration OnloO4/14/2021 t� F AHANII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 209 DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) yrnw.minmidade.¢ov/economy E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 7121161, P.O. Box 80712 Wilmington, DE 19880 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 AHD (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: DuPontButacite® PVB Iuterlayer APPROVAL DOCUMENT: Drawing No. 13-0129.27, titled "DuPontButacite® PVB hrterlayem", Sheet 1 and 2 of 2, dated 01/15/2013, prepared by E. I. DuPont De Nemours & Co, Tire, signed and sealed by Allan A. Kozich, 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: None LABELING: Laminated liter under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA-Butacite® PVB", standing for "Miami -Dade County Approved—Butacite@ PVB", and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the ButaciteO PVB interlayer. 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, theft 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 N 11-1118.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. Tine submitted documentation was reviewed by Carlos M. Utrera, P.E. %! NOA No.13-0129.27 7 Expiration Date: December 11, 2016 t f� Approval Date: April 11, 2013 Ir %d; Z Page I :,- L. Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com June 8, 2015 Ref: N.O.A.13-0328.09 13-0328.09-COMP Manufacturer: E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 Product: DuPont White SentryGlas@ Interlayer To Whom It May Concern: This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge, I found that the products .in the N.O.A. listed above comply with the requirements of the Florida Building Code 5t]' Edition (2014). Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). Sincerely, \\\\lu 1 1111// ���\ �S R' L O4/j i *� 0 51* TA TE OF i0. s/ONALIk\\���� Luis R. Lomas P.E. FL No.: 62514 1 of] E.T. DuPont De Nemours & Co„ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Drawing No.13-0129.27, titled "DuPont Butacite© PVB Interlayer", Sheet 1 and 2 of 2, dated 01/1512013, prepared by E. I. DuPont De Nemours & Co., Inc, signed and sealed by Allan A. Kozich, P.E, B. TESTS "Subinitted underNOA # 11-0624.01" Test report Standard Date Signature 1. A2280.01-10-18 ASTM D1929 03/29/11 Joseph A. Reed, P.E. 2. A2280.01-10-18 ASTM D 635 03/29/11 Joseph A. Reed, P.E. 3. A2280.01-10-18 ASTM D 2843 03/29/11 Joseph A. Reed, P.E. 4. A2280.01-10-18 ASTM G 155 03/29/11 Joseph A. Reed, P.E. 5. A2280.01-10-18 ASTM G 158 03/29/11 Joseph A. Reed, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS "Submitted under NOA # 11-1118.03" 1. Statement letter of code conformance to 2010 FBC issued by Allan A. Kozich & Associates, dated 03/01/2012, signed and sealed by Allan A. Kozich, P.E. "Submitted under NOA # 11-0624.01" 2. Statement letter of code.conformance to 2007 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 08/0912011, signed and sealed by Allan A. Kozich, P.E. cfoloe 3 Carlos M. Utrera, P.E. Product Control Examiner NOA No.13-0129.27 Expiration Date: December 11, 2016 E -I Approval Date: April 11, 2013 F DUPONT BUTACITE® PVB INTERLAYER A B C SECTION PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS & CO., INC. A PLASTIC INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS -MADE OF THE FOLLOWING COMPONENTS: A - 1/8" (3.0 mm) Annealed Glass B - 0,030° (0.76 mm) DuPont Butacite® PVB Intedayer C i18" (3.0 mm) Annealed Glass MATERIAL CHARACTERISTICS Butacite® PVB Interlayer (Clear) Designation Test Pro ernes Butacite® PVB intede er Clear Self Ignition Temperature ASTM D1929 788 'F 420 �0 Flash Ignition Temperature ASTM D1929 788 •F 420 'C 6vg Smoke Density Ratin ASTM D2843 7.2 Burning Rate ASTM D636 0 mm/min. Xenon Weathering (4500 hrs) ASTM C158-02 Method A Weathering Flexural Strength ASTM C156-02 Method A Before After 2940 psi 1 3189 i *WEATHERING PER SECTION 2612 OF TIE FLORIDA-BUILDING CODE THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANOE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROV,�L TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. �YYVM.ert6treS�.Flitga�': ;i3 Batt' CoQa- _••• - ...,j: 'mot �..••' E p ' ,C �p �`� `o`�G gF• �, By «}J* No 10964 ,•*� ProduelCdtWl ti JIL 9 ; SFAS@ OF l�sr ID V ,OR ....*4 4 CA Wo. 065 tno auront ae Nemours& Co., Inc. Chestnut Run Plaza Bldg 7121161 P. O. Box 80712 Wilmington DE 19880-0712 Phone: 302-999-2125 Rev. File#t8.OKq,yq Sheet 1of2 Drawing Date: 01/15/13 Allan A. Kozich, PE DUPONT BUTACITEO PVB 1NTERLAYER Material Characteristics ButaciteO PVB Interlayer (Colors) Designation Test Properties Self Ignition Temperature [1] ASTM D1929 788 F (420.0) Self Ignition Temperature 121 ASTM D1929 788 `F (420 9r} Self Ignition Temperature [31 ASTM D1929 788 F (420 C) Self Ignition Temperature [41 ASTM D1929 788 F (4201C) Self Ignition Temperature [51 ASTM D1929 788 F (420'C Flash Ignition Temperature [11 ASTM D1929 788 7 (420 'O) Flash Ignition Temperature 121 ASTM D1929 770 IF (410'C) Flash Ignition Temperature [31 ASTM D1929 770'F 410 r-) Flash Ignition Temperature [4) ASTM D1929 788' (420 �C) Flash Ignition Temperature 51 ASTM _D1929 7887 420 t) Avg Smoke Density -Rating [i] ASTM D2843 7.2 . Avg Smoke pensIty Rating [2] ASTM D2843 9.1 Avg Smoke Density Rating (3] 1 ASTM D2843 10.2 Avg Smoke Density Rating 141 ASTM D2843 10.1 Avg Smoke Density Rating [6) ASTM D2843 8.1 Burning Rate 11 ASTM D635 0 mm/min. Burning RBte (21 ASTM D635 0 mm/min. Burnin Rate [3 ASTM D635 0 mmlmin. Burning Rate [4] ASTM D635 0 mm/min. Burning Rate [51 ASTM D635 0 mm/min. [i] Clear ButaciteO PVB Interlayer [2] Charcoal Grey Butacite0 PVB Interlayer ActiptmwHo 1 -OP2 .27 131 Blue -Green Butacite0 PVB Interlayer [41 Azure Blue ButaciteO PVB Interlayer �x [51 Solar Bronze ButaciteO PVB Interlayer 0� �1QOt THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. a DuPont Butabite0 PVB interlavr E.I. duPont de Nemours &-Co., Ini DuPont P&IP : GLS - ,�,GBNgF••�',y�� Chestnut Run Plaza Bldg 7121161 ,No ttid4� :�* P. O. Box 80712 Wilmington DE 19880-0712 • STATE Of Phone: 302-999-2125 ky, rile #13-0f V? Sheet 2of 2 yRt ta��� 0q j631z613 Drawing Date: 01/15/13 Allan A. Kozich, PE �a��ON����• o. L'7 6 5 Registration # 16864 M®��E - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mimi. Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidode eov/bnildin E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 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 BNC - 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. BNC 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: DuPont SentryGlas® Interlayer APPROVAL DOCUMENT: Drawing No. 10-0413.04, titled "DuPont SentryGlas® Interlayer", sheet 1 of 1, dated 04/13/11, prepared by E.I. DuPont De Nemours & Co., Inc., signed and sealed by Allan A. Kozich, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expimtion date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA - SentryGlas®", standing for "Miami -Dade County Approved — SentryGlas®", and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentryGlase interlayer. 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 affectir^- 1 e.^� �msnra.n£fhic-r+mrlucf __ TERMINATION of this NOA will occur after the expiti the materials, use, and/or manufacture of the product or any product, for sales, advertising or any other purpose comply with any section of this NOA shall be cause for t ADVERTISEMENT: The NOA number preceded by t by the expiration date may be displayed in advertising li it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall b distributors and shall be available for inspection at the j This NOA renews NOA # 10-0413.04 and consists document mentioned above. The submitted documentation was reviewed by Carlos r E.I. DuPont De Nemours & Co.. Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWING 1. Drawing No. 10-0413.04, titled "DuPont SentryGlas® Interlayer", sheet I of 1, dated 04113/11, prepared by E.I. DuPont De Nemours & Co., Inc., signed and sealed by Allan A. Kozich, P.E. B. TEST REPORTS Laboratory Report Test Date Sipnature 1. 96177.02-106-18 ASTM D 635 02/22/30 Joseph A. Reed, P.E. 2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A. Reed, P.E. 3. 96177.02-10'&M ASTMD2843 02/22/Io TosephA.'Reed,'P:E: "Submitted under NOA # 10-0413.04" 1. 3136116SAT-001 ASTM D 635 10/25/07 Chris Bowness, P.E. 2. 3111755SAT-002 ASTM D1929 01/02/07 Chris Bowness, P.E. 3. 31 11755SAT-001 ASTM E 84 12/19/06 Chris Bowness, P.E. 4. PR106246 ASTM G 26 06/26/07 Due T. Nguyen, P.E. 5.. PR106246 ASTM D 790 06/26/07 Due T. Nguyen, P.E. "Submitted under NOA # 07-17I6.04" C. CALCULATIONS- 1. None D. MATERIAL CERTIFICATIONS I. None. E. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc., dated 02/22/10, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 10-0413.04" 3. Approved listing of SentryGlas® Plus laminators dated November 30, 2005, signed by Jeffrey D. Granato. "Submitted under NOA # 06-I205.10" Carlos M. Utrers, P.E. Product Control Examiner NOA No 11-0624.02 Expiration Date: January 14, 2017 E-I Approval Date: August 25, 2011 DUPONT SENTRYGLAS® INTERLAYER A B C SECTION PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS & CO., INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A - 1/8° (3.0 mm) Annealed Glass B - 0.030" (0.76 mm) DuPont SentryGlas® Interlayer C - 1/8" (3.0 mm) Annealed Glass MATERIAL CHARACTERISTICS SentryGlas® Interlayer Designation Test Properties Flame Spread Index ASTM E84 35 Smoke Developed Index ASTM E84 250 Flash Ignition Temperature [11 ASTM D1929 788 F Flash Ignition Temperature [21 ASTM D1929 752 F Self Ignition Temperature ['11 ASTM D1929 806 F Self Ignition Temperature 2 ASTM D1929 770 F Average Extent of Burning 1 I ASTM D635 0 cm/mina Class C1 Average Extent of Burnin 2 ASTM D635 0 cm/min.; Class CC1 Avera a Modulus of Ru ture ASTM D790 Weather in ' 'WEATHERING PER SECTION 2612.2 OF THE FLORIDA BUILDING CODE Before After 5,415 psi 1 5 366 si NOTES: [1] 30 mil (0.76mm) thickness DuPont SentryGlas® Interlayer Sample [2] 180 mil (3.3mm) thickness DuPont SentryGlas® Interlayer Sample [3] DuPont SentryGlas® Interlayer by Itself Does Not Comply With the Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. =;v*gD1UC'r•R6N6W60 dYGi Wlrl Or /laid 02- i?,Ipintlon /7 Ut P�o�uct Costal DuPont SentryGlas® Interlaver E.I. duPont de Nemours & Co., Inc. DuPont P&IP - GLS ` Chestnut Run Plaza Bldg 712/161 � P. O. Box 80712 Wil ington DE 19880-0712 Phone: 302-999-2125 Dwg. 10-0413.04 rev 1. Sheet 1of 1 Drawing Date: 04/13/11 J!'N 2.2 2011 Allan A. Kozich, PE !. Re istration 11 168647h� '! GA_ k)a I' URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. 429779 Evaluation Report 869B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XOX 111"x63" unit size with design pressures of+/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 441h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5'h Edition (2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-869B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-3, -3A, -4, and 4A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-869B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • In the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13- 0129.27t, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami -Dade N.O.A. 11-0624.02t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5 h Ed. (2014) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. W No 58201 1. - : * * * = 4/18/2015 STATE OF Lucas A. Turner, P.E. � to 2 FL PE #58201 Lucas A. Turner 2015-04-18 MI®DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 . F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w-miamidade. ov/economy Quanex Building Products, Inc. 1034 Sixth Avenue North Kent, WA 98032 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: The approved White Rigid PVC Exterior Extrusions for Windows and Doors are to be produced by Extruders Licensees in "AAMA Certification Programs for rigid PVC Extrusions". The extrusions shall meet ASTM D 4726, classification (ASTM D 4216) I-10154-33-0000, 1-20131-13-0000 or 1-40131-13 and the following properties. Description Test Properties Rate of Burning ASTM D-635 Class CI Self Ignition temperature ASTM D-1929 925OF > 650 Average Smoke Density Rating ASTM D-2843 43% < 75 Flame Spread Index ASTM E-84 26.2 < 75 Tensile Strength (Difference: *Exposed & Unexposed) ASTM D-638 4.98% < 10 *Exposed per Section 2605.2 of The Florida Building Code. MISSILE EMPACT RATING: None This NOA revises NOA # 11-0830.09 and consists of pages I and 2, as well as evidence page E-1. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 12-1017.02 MUIMFQJIDE COUP," NOA 13 Expiration Date: December 26, 2016 Approval Date: February 7, 2013 Page I MI®DANM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD. AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Quanex Building Products, Inc. 1034 Sixth Avenue North Kent, WA 98032 LIMITATION: This approval does not include an evaluation of structural performance of this component. Test reports and other required documents shall be submitted to Dade County Product Control; showing that the systems using this PVC Extrusion will resist the loads according to Chapter 16 of the F.B.C., in.order to issue a specific product approval for the system. LABELING: Each carton containing certified extrusions shall be labeled with the AAMA PVC Extrusion Certification Label with the extruder name, city, state and "MDCA". In addition, (a) each Certified Extrusion shall be labeled every 4 ft or less on the underside with the Extruder Code and "MDCA" or (b) each finished product assembly shall be labeled with a permanent label and/or stamp with the Extruder Code and "MDCA". 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. er/pD13 NOA No: 12-1017.02 Expiration Date: December 26, 2016 Approval Date: February 7, 2013 Page 2 Ouanex Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. None. B. TESTS "Submitted under AAMA Master File # 98-0036" 1. Test report on Rate of Burning, Ignition Temperature, Density of Smoke, Surface Burning Characteristics, Accelerated Weathering and Tensile Properties Test of "PVC Extrusions from 5 different manufacturer" selected by AAMA", prepared by ETC Laboratories, report # ETC 97-26440910, dated 04/21/1998, signed and sealed by J. L. Doldan, P.E. C. CALCULATION 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATION `Submitted under AAMA Master File # 12-1037" 1. Procedural Guide for the AAMA Fenestration Exterior Thermoplastic Profile Certification Program (AAMA 109-11). 2. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles (AAMA 303-08). 3. Current list of AAMA Fenestration Exterior PVC Profile Certified Licensees. F. STATEMENTS "Submitted under AAMA Master File # 12-1037" 1. Statement letter of code conformance to 2010 FBC issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed by Lucas A. Turner, P.E. 2. Standards' equivalency report issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed by Lucas A. Turner, P.E. 3. No financial interest issued by Turner Engineering & Consulting, Inc., dated 04/25/2012, signed and signed by Lucas A. Turner, P.E. G. OTHERS 1. Letter stating that Mikron Industries, Inc. is a wholly owned subsidiary of Quanex Building Products, Inc., dated 10/10/2012 and signed by David C. Gadd. "Submitted under NOA # 06-1220.01 " 2. Member acknowledgement letter issued by Mikron Industries, Inc. - Spectus Systems, on 08/03/2001 and signed by Douglas W. Allen. 3. Component Release Letter issued by American Architectural Manufach Frs Association on 09/07/2001 and signed by Dean Lewis. o pt�yoB Car os M. Utrera, P.E. Product Control Examiner NOA No 12-1017.02 Expiration Date: December 26, 2016 Approval 'Date: February 7, 2013 E-1 MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianddade.eov/economy E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza,', This NOA is being issued under the applicable roles 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 tile. 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 meetthe requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building ode hicluditlg the High Velocity Hurricane DESCRIPTION: DuPont White SenttyGlas® Interlaver APPROVAL DOCUK151 cawing No. 13-0328.09, titled "DuPont White SenttyGlas® Jnterlayer", Sheet 1 of 1, dated 06104/2013, prepared by E. I. DuPont De Nemours & Co., Inc, signed and sealed by Allan A. Kozich, P.E., beating the Miami -Dade County Product Control approval stamp with the Notice of se nnnl roval date by the Miami -Dade County Product Control Section. _MISSILE IMPACT RATING: None LIMITATION: This is not a structural approval. LABELING: Laminated liter under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA- White SenttyGlas®", standing for'Mami-Dade County Approved— White SenttyGlas®", and the laminator's identification mark. These marks shall be applied by the individual Iaminator producing the finished laminated glass product containing the White SentryGlas® interlayer. 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. .Tliis NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No.13-032 MIAMI•DADE COUtiTY Expiration Date: July 4, 2018 ApprovalDate: July 4, 2013 Pagel E.I. DuPont De Nemours & Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.13-0328.09, titled "DuPont White SentryGlasO Interlayer", Sheet 1 of 1, dated 06/04/2013, prepared by E. I. DuPont De Nemours & Co., Inc, signed and sealed by Allan A. Kozich, P.E. B. TESTS Test report Standard Date Signature 1. B7882.01-106-18 ASTM D1929 02/26/13 Gary T. Hallman, P.E. 2. B7882.01-106-18 ASTMD 635 02/26/13 Gary T. Hartman, P.E. 3. B7882.01-106-18 ASTM D 2843 02/26/13 Gary T. Hartman, P.E. 4. B7882.01-106-18 ASTM G 155 02/26/13 Gary T. Hartman, P.E. 5. B7882.01-106-18 ASTM C 158 02/26/13 Gary T. Hartman, P.E. C. CALCULATIONS. 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. ' None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 06/11/2013, signed and sealed by Allan A. Kozich, P.E. OG�Z!/Zc� i3 Carlos M. Utrera, P.E. Product Control Examiner NOA No.13-0328.09 Expiration Date: July 4, 2018 Approval Date: July 4, 2013 E -1 i_/ DUPONT WHITE SENTRYGLAS® INTERLAYER PRODUCT DESCRIPTION MANUFACTURED BY: E.I. DUPONT DE NEMOURS & CO., INC. DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). A B C A 1/8" 3.0 mmI Annealed Glass SECTION B 0.062° 1.58 mm DuPont White SentryGlas@ Interla er C - 118" 3.0 mm Annealed Glass MATERIAL CHARACTERISTICS White SentrvGlas® Interlaver Test Properties Flash Ignition Temperature (11 ASTM D 1929 752°F Self -Ignition Temperature [11 ASTM D 1929 770°F Average Smoke Density Rating (11 ASTM D 2843 5.9 Linear Rate of Burn [11 ASTM D 635 0 cm/min; Class CC1 Average Modulus of Rupture (11 ASTM C 158-02 Weathering (ASTM G 155-OTT Before After 4,692 psi 4,752 psi Average Change: +1.7% NOTES: (1] 62 mil (1.58 mm) thickness DuPont White SentryGlasO Interlayer Sample (2) DuPont White SenlryGlasO Interlayer By Itself Does Not Comply With The Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. Cra,rao, l 76S JUN .DuPont White SentryGlase Interlaver E.I. duPont de Nemours & Co., Inc. DuPont P&IP - GLS Chestnut Run Plaza Bldg 712/161 P. O. Box 80712 Wilmington DE 19880-0712 Phone: 302-999-2125 Dwg. # 13-0328.09 Sheet 1 of 1 Drawing Date: 06/04/13 Allan A. Kozich, PE L. Roberto Lomas P.E. Engineering Evaluation .Report 233 W. Main SL Danville, VA 24541 434-688-0609 rllornas@lrlomaspe.com Manufacturer: Regency Plus, Inc. 1024 Locust Gap Highway Mt. Carmel, PA 17851 Product Line: 6613 Vinyl Fixed Window Report No.: 512963A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02243 Revision A, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 110-16563-1 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories, York, PA TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202 -94 Uniform Static Alr Pressure, ±55.Opsf design pressure, 8.25psf water penetration. TAS 203-94 Cyclic Pressure loading t55.0psf design pressure 3. Report No.: NCTL I I C-l6563-2 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories, York, PA ASTM E1886-05 and ASTM E1996-02/06109 ASTM El8861 El996 Large Missile Impact, Level D, Wind Zone 4 ASTM El 8861 E1996 Cyclic Load Test, ±55.Opsf design pressure 4. Report No.: NCTL 110-16563-3 signed and sealed by Robert H Zeiders P.E. National Certified Testing Laboratories, York, PA AAMAfWDMA/CSA 101/I.S.2/A440-05/08/11 Design pressure: ±55.Opsf Water penetration resistance 8.35psf 5. Anchor calculations, report number 512963-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ±55.Opsf • Maximum unit size: 96" x 48" • Units must be glazed per ASTM El300-04, see installation instructions for glass details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC. Installation: Units must be installed in accordance with approval document, 08-02243 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being Issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 .29 he CVO' r TAT E OF 011 <tt . <tr IZ �% Luis R. Lomas, P.E. FL No.: 62514 03/03/2015 NOTICE ,JF PRODUCT CERTIFIuATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: NI011688. 1012UL013 Structural Regency 750-1 To verify that the "Notice of Product Certification" is valid, please visit www.NA.MICeitification.coni to assure'that the product is active and currently listed. This certification represents productconformity to theapplicable.specification and that certification criteria has been satisfied. ANAMi approved certification label mustbe applied to theproductto claim certification status. Please review and adviseNAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Regency Plus, Inc. Series "66131' 2000 Locust Gap Highway Vinyl Fixed Window Mount Carmel, PA 17851 Configuration: 0 Glazing: I0-Interior-5/32" Tempered Glass/ Exterior-Laminate-1/8" Annealed Glass/0.090" DuPont SentryGlas Plu&/1/8" Annealed Glens Frame: W-2435mm(96") H-1219mm(48") DLO: W-2302mm(90.63") H-1086mm(42.75) SPECIFICATION PRODUCT RATING AAMAlWDMA/CSA 101/LS.2/A440-11 Class R-PG55 2438 x 1219 (96 x 48) AAMA/WDMA/CSA 101/I.S.2/A440-08 FW-R55 2438 x 1219 (96 x 48) AAMA/WDMA/CSA 101/LS.2/A440-05 Design Pressure: 2640 Pa (55 psf) ASTM E1886-04/05/E1996-02/04/06/09/2012a Wind Zone 4-Missile Level D TAS201/202/203-94 Water Penetration Resistance Tat Pressure. 400Pa(8.25pso Product Tested By: National Certified Testing Laboratories Report No: NCTL-110-16563-1/NCTtL-il 563-2/NCTL-110-165-63-3 / Expiration Date: October 31, 2017 / Administrator's NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 L. Roberto Lomas P.E. 233 W. Main St Danville, VA 2454 t 434-688-0609 rllomas@lrlomaspe.com June 8, 2015 Ref: N.O.A.13-0328.09 13-0328.09-COMP Manufacturer: E.I. DuPont De Nemours & Co., Inc. DuPont P&IP Chestnut Run Plaza, 712/161, P.O. Box 80712 Wilmington, DE 19880 Product: DuPont White SentryGlasO Interlayer To Whom It May Concern: This is to certify that I have reviewed all documentation for the above mentioned N.O.A. After my review and to the best of my knowledge, I found that the products is the .N.O.A. listed above comply with the requirements of the Florida Building Code 5`t Edition (2014). Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval .process of the listed product(s). Sincerely, \`\`J\co 1\11111L/4 /1//�i _=ir• 0 51 •fit._ TATE OF •c�� O,��s.'t0RIVt•G� ONA 4.1�\��� Luis R. Lomas P.E. FL No.: 62514 1 of 1