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HomeMy WebLinkAboutNotice of Acceptance50MI Q�3/ 1 to/ / / MIANH BADE COUNTY AL V11 leJ 123©51 SW 26 Street, Room 2US, DE PARTMENTOF,3'EGULATO Y, ANDECONOiti°DC �( � hliatni iodda,3317S-2474 BCi�i" At�,'ti; CO ��I MNISTRATION DIV T. ( T',(7SG} 315-2596 F (786) 315 2599 SEWED FOR isiaiTnanctSti,.ziciasc Regency-PIns,Inc.. �U L �UW LIA �hLg ClJ2000 I.,octist GaP IHighway ST. LCIE C ® N YYlv�®iili Cep, l�A zs L1 4 2021�J�wim: C J ounty .. eThus NOA is being issued under the applicable rules"and:regulations go�t .o " materials.. The documentation submitted has been reviewed and accepted ,by Miami :Dade •County RER- Product-Control Section too be used 'in ,Miami -Dade :County dad other areas Where allowed by the Authority Having 7urisdiction,(AI-IJ). This NQA shall not. be valid after the expiration date stated below. The Miami: Dade County Product Control Section,,(In Miami --Dade County) and/ or the AFi3 (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 rnanndr; the miangfacturer will incur the 'expense of such testing add the AHJ may, immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER .reserves the z-ight to revoke. this :acceptance if. it. is determined by Miami, -Dade County :Product Control Section that this product:or material f0s:to meet the requirements of the applicable building. code This product is approved. as described herein.:alid has been designed to comply with the Florida Building Code,. including the High Velocity Hurricane Zone. r,.6vvYP-rynRT• 6"arica� "cuir. Ta i-if 6i mfo Pvt, nmsvhia uicaa Wiexaiaaw_,T. MY `i'ROVA>i. DOCUMENT:_ Drawing No. Lsoo64, titled: "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1 'through 10 of 10, :dated 01112109, with revision lt, bated 10/20/20, prepared. by PTC Product Design. Croup, LLC, signed and. seated by Robert.l:.A moruso, P.E., bearing, theMiami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mianil Dane County :Product Control Section., LABELIENGI Each unit shall bear a permanent label with the manatee re_s name.or.logo, city,. state; series,. and,following statement> "Miami Dade County Product Control. Approved", unless otherwise noted heroin. ]RENEWAL of this NOA. shall be considered after a.renewal application has been filed and there has been no &arige .:in.:the applicable building code .negatively affecting;the performance of this product.. TOMINATION of.this NOA v ill 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 ofthis NOA shalt be cause for termination and removal .of NOA. TISEN-E T-. The NQA number preceded by the.words Miami Dade County, Florida;, and followed by the expiration date piay be displayed in. advedising literature. If auy pardon of the NO, ,s, d splaycd,. then it shall: be done ih. Jts entirety:. Il spr"CTON A. copy: of this entire NOA shaft. 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 XOA devises NOA No_ 20-0512.01 and: consists -of'this page 1, ;evidence•pages E-1 and E-2; as well as. apprgval documen:t.ruentioned. above:• The submitted documentation was reviewed by Slfaiig.Zhao, IC E. iTC3A Pdm. 20I iO3.08 's k d . Expiration Date: May Q5,2Q25 2MIA t , Approval Date: January Zyg UdH PCO4agS 01121 f2021 Regency Plus, Ine. 11 EVIDENCE SUBAUTTED UNDER PREVIOUS N*OA's A. DRAWINGS 1. Manufacturer's die drawings and sections: (Submitted under NOA No. 09-0122.05) Drawing No. RPLS0064., titled "Series 5305 Tilt Double Hung Impact Vinyl Window", sheets 1. through 9 of 8, dated 0.1/12/09, with revision J dated 01/08/18, prepa,red by PTC Product Design Group, LLC, signed and sealed by Robert I Amorusq, P.E. R. 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 241 L.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series 5305 tilt double hung vinyl window, prepared by National Certified Testing Laboratories, Test Report No. NCTL- 110-11422-2, dated 10/02/08, with revision dated 0 1/08/09, and addendum letter dated 03/12/09, all signed and :sealed by Harold E. Rupp, P.E. (Subpnitted under NOA,No. 09-0122.05) Test reports on: 1.) Air Infiltration. Test, per FBC; TAS 202-914 Z) 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 201-04 S) :Cyclic .Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.1.2.1, and TAS 202-94 along with inarked-up drawings andinstallation diagram of series 54015 horizontal sliding vinyl window, prepared by National Certified Testing Laboratories, Test Repqrt'No. NCTL-110-22724-1, dated 04/27/20, signed and. sealed by Joseph A. Reed, P.E. (Submitted under NOAN6-20-051Z,01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E. (Subujitted under NON No. 15-0618-02) 2. Glazing complies Nvith.ASTM B1300-04 R. QUALITY ASISUAANCE I. Miami -Dade Department of Regu I latoryapd Econorhic Resources (RER). Wang Zhao, P.E. Product Control Examiner NOA No. 20-1103.08 Expiration Date, May 06,2025 Approval Date:. January 21, 2021 Reggcy Pliuls.,'Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED- E. MATERIAL CERTIFICATIONS 1. NOA No. 19-0305.,02 issued to Kuraray Aifterica, Inc. for their'7rosifol@ Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/09/24. 2. NOA No. 18-0122.02, issued to E NERGI Fenestration Solutions USA, Inc., for their White Rigid PVC ExterJoir ExtrusioUs-for NVindows and. Doors, expiring on 02/28/23. 3. ENE :GI Fenestration Solutions Data Sheet for compound product. No. 3242/8007, Rigid PVC Building Products Profile Extrusion compound designed for Windows and Doors dated May 19, 2016. F. :STATEMENTS 1. Statement letter of conformance, complying with,FBC 61h Edition (2017), dated January 8, 2018.-, prepared by PTC Product Design Group, LLC, signed and. sealed by Robert J. Amoruso, P.E. (Subinitted under NOA No. 18.0122.14) G. OTHERS I o None.. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. RPLS0064, titled "Series 5305 Tilt Dou te Hung Impact Vinyl Window", sheets I through 10 of 10, dated 0 1/12/09, with revision L dated 10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoraso, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE ,1.Miami-Dade Department of Regulatory and, Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Th Edition (1020), and of no financial interest, dated. 10/20/2020, prepared by PTC Product Desi&nn,Gro-up, LLC, signed and sealed by Robert J. Amoruso,- P.E.. G. OTHERS 1. Notice of Acceptance No. 18-0,918.04, issued to Regency Plus, Inc. for their Series "5.205" Outswing White PVC Casement Window — L.M.I., expiring on b5/06/20. Sifang Zhao, P.E. Product Control Exarnluer NOA No. 20-1163.08 Expiration Date. May 06, 2025 Approval Date. January 21,2021 E — 2 lo.. 10;1- #12:FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT L04GTH TOACHEVF A I 3J8- MINIMUM 'EMBEDMENT 7/fI'MINIMUM .,..N, INTO SUBSTRATE . EDGE OtSTANCEAND MINIMUM ANCHOR-TO-ANCHOR,'�PArING�6�'2'ON CENTER. LOCATE ANCHORSAS 101. SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORLOCATIONSHAVE r/- I -TOLERANCE, '14 FLAT HEAD WOOD SCREWS (WSj WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112- 611NIMUM EMBEDMENT INTO SUBSTRATE WITH'V MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2'ON CENTER. LOCATE ANCHOR$ AS SHOWN'IN ELEVATIONSAND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-I 'TOLERANCE. ii FORANCI TORING INTO NIJITAL STRU . iTURRUSE# . 14 FLAT . HEAD SHEET METALI OR SELF DRILLING SCREWS (SMS)'o JITHSUFFICIEN' LENGTH' HIEVE 37AREAD8'MINIMUM) 9EYOND STRUCTURE INTERIOR WALL INITH3P4MIMM,Ull EDGE DISTANCEAND klIMMUM ANCHOR -TO -ANCHOR SPACING'OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE 47-1 " TOLERANCE- .12; ALL FASTENERS TO ElEcoRROSIONAESISTANT OR HAVE A CORROSION RESISTANT COATING 13: INSTALLATION ANCHORS. SHALL BE INSTALLED IN:ACCqRDANCE WITH ANCHOR MANUFACTURER'S INST¢LLATIQN�INSTRUCTIOKIS AND ANCHORS SMALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MININ11UNISTREINGTH SPECIFIED BELOW 111, WOOO 7 mINIm0t,.4 seEcirm GRAVITY Or (G) (142 (NON-HVHZ) AND 0,55'(MVHZ) 2 1�; CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF - 2500 P81 ms. MASONRY STRENGTH CONFORMANCE TO ASTM C-2b, MEDIUM WEIGHT WITH DENWTY;w 117 PCF 11,4. dETALSU3]STkATE-'ZiTEEL986N (6.ma,), r.y - Z31<31 I FU - 45 KSI OR�ALUmiwum oo-T5 0.048- THICK MINIMUM, 13.4.1., STEEL SUBSTRATE TO MEET MIN IfolUM FBC MVHZ CODE REQUIREMENT$. REGENCY PLUS, INCO SERIESS 305 TILT VINYL DOUBLE HUNG WINDOW WINDOW LARGEMISSILE.IMPACT ' NOTES.- INS'rALLAnON ANCHORAGE DETAILS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND fAANUFAC TURED TO COMPLY WITH REOU REMENTS OF THE 7111 EDITION (W20) FLORIDA BUILDING CODE INCLU ING7HEG HIGH VELOCITY HURRICANE ZONE (HVHZ). .11 1 1 , , I I p . '. . C 2. 2XWOOD.FRAMING,IXOR2XWOOD BUCK6�ENT��LF A1,101 \NDCONCRETEIMASONRY OPENING TORE DESIGNED AND ANcHOREDJ0 PROPERLY TRANSFER ALL LOADSTOSTRUCTURE. FRAMI IN N AND CONCRETEIMASONRY OPENING IS, THE RESPONSIBILITY OF THE ARCHITECT ME EFR F114CORD, 3. Ix BUCK OVER COKCRETE-:immoNRY is;op-riONAL. WHEN IX BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1 X, BUCK INTO CONCRE i s L -jkEsp6r4sisury OF THE ARCHITECT 0 iPMiAFPRovED COATI I NG OR DIEZIGINE6 AND ANCHORED 7-0 PROPERLY TRANSFER AL LbA05TOSTRUCTUREANDISTHr Tr MA ONRY SUBSTRATE. �NHEN USED, IXBUCKS SMALL BE MlEf-AWRANE.SELECTION OF COATING� I I . CH ORt,',E:fABRAf4E;$T.HrRtSOONSIBILiTYOIFIHEARCH(�ECTqREN(.INEE-ROFFZECbRO, El, .4., THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO'rAS201, TAS202AND TAS,243. SEE TEST REPORT INC. NCTL-110-114U-2. DATED l0i02i06,WITH REVISION DATED OV08109 AND ADDENDUM LETTER DATED 03,11:w BY NAT(oNAL.CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED 'AND SEALED'Sy HAROLD E. RUPP, FLORIDA P.E.VERIFICATION TESTING PER 1,111AMI DADE PROPOSAL NO. 19-0312. 5. MATERIAL.; 5,1. %FR.AME:;EXTRUDED iRic,16PVC'SYENERC-(,rtqE,9TRATIONSCLUTIqNBUSA; INC:,PFRCURREP4TMWAI-DAE)ENOA. 512: . REINFORCEMENT:, 5.2;1-GALVANIZED STEEL TUBE (0,730" X 0 4�1,4'X 0,66THick, Fy = 30-50 ksl & rum 31.'5-68,7 gsj)= SASH PERIMETER LAMINATE GLASS INT6RLQW61-AYFR: TR ' INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADS NOA. GLAZING: CA, GLAZING DETAIL AS TESTED: (LvIl'. OVERALL: 7/9- NOMINAL INSULATING LAMINATED GLASS, 6i1.2. . GLASS THICKNESS: (I).LITE OF J/f� NOMINALTEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR. ERIOR. 6.1'�3. i.4,INATEDLrrF.(?.),I.ITESOFII$"NOP.1,INALANN"EALED.GLASS:SEPNRATEDDYAD.O20-TROSIFOUINTERLAYERSYK RA mA SPACER TYPS/S12F. 7/16'NCMIN U, PAYAMERICA, INC, NOMINAL EDGE STAINLESS STEEL SPACER (TYPE SS-o). LAZING $Y$TrkIiINTERIL)RGLAZEbvqrTH(;�-LEAFOUAI.DIJROhlFTF.RAP,JDSIKAFLFX."552"BACKBEDDINi3��Vl,-HASNAP-IN(2)-L VINYL DUAL DUROMETFR RIGID GLAZING BEAD.. .6�,4 ,ALL BLOCKS AND GASKET MATERIALS,SHALL BE IN COMPLIANCE WITHTHE :CURRENT: EDITION OFTHE FLORIDA BUILDING CODE. SETTING BLOCKS SHALL BENE 6PRENE WITH oo TO Do SHORE DUR6p'qETER, GASKET MATERIALS -SHALL, BE A EDPM WITH A IANIMUNi-60 SHORE DURO%4ETEk'W'MER'E APPLICABLE, AS TESTED GLAZIG MEETS ASTM E130"Sa FOR THE DESIGN C�ONDJT16NS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS: REGIONS -INCLUDING THE: HVHZ. SHIM AS REQUIRED AT EACH INSTAULAT ION ANCH09 WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 11161 OR GREATER OCCURS. MAXIMUM ALLOWA13LE SHIM STACK TO BE J*.- FOR ANCHORING IN'TO.CONCRETE,,MAaONRY, USE 1i4- FLATHEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TOACHIEVEAI ll2'NIINIMUM EMBEDMENT INTO CONCRETE WITH I 112"MINIMUM EOGL DISTANCE A14D II'MINIMUM EMBEDMENT INTO' MASONRY W'i7H.Zr,IlNlr,16MEr,GE. ISTAN E LOCATE ANCHbRS ASSHavVN IN ELEVATIONS ANDINSTALLATI61A. DETAILs,4- mjNtMom SPACINGAETWEEIN AOJACENTA4CMORS REQOIRED, ANC ORLO FOR ANCHORING INTO WOOD FRAMING 0 1 R 1. 2X-B . UC I K I US I E, I ONE OFTHEFOLUOVVING:. TABLE OF CONTENTS SHEET DESCRIPTION I NOTES 2 ELEVATION AND,ANtHbIR LAYOUT (W$MD CS SCREWS] .3 ELEVATION AND ANCHOR LA'1OUT (SM8frAOPINPISEL,F-.[)RILLING.SCREVVS) 4 VERriCALS5CTIONS=60,MPO,'4ENTID:&:GLAZING DETAIL 5 HORIZONTAL SECTIONS- COMPONENT ID & FRAME CORNER-004STRUCTION 6 VERTICAL SECTIONS - WOOD AND QQNORETEIMASDNRY SUBSTRAI IE ANbH'0RAGE 7 VERTICALSECTIONS'-METAL SUBSTRATE ANCHORAGE & INSTALILATibN NOTES HORIZONTAL SECTIONS,. WOOD, CONCRETE/MA$CNRY,& METAL SUBSTRATE ANCHORAGE 9 COMPONENTS 10 BILL OFAIATERIALSACOMPONENTS ku '0Z 0�� w so No PRODUCT REVjs9D' .. —PICT �" th. PloHtlo bllding F.P1 . tl..Rv05,10812625 13, q W—. I ZF.-. 7_-E. 53" MAX. FRAME WIDTH 4 94w, TOP SASH W.IDTH. 45i7TOP SASH D.L.O. WIDTH iOP 36 TOP SASH H SAS x D.L.O. FRAME 1. �HEIGHT HEIGHT HEIGHT 00/0 8 4 33 J" BOTTOM SASH BOTTOM D.L.O. SASH x 'EIGHT HEIGHT DETAIL 1 46 RSASH 'BOTTOM (SEE SHEETS) D.L,O..WIDTR 50,1" BOTTOM SASH WIDTH DESIGN PRESSURE RATING (PSF) IMPACT RATING +55"'01-55.0 LARGE MISSILE IMPACT SERIES 5305 TILT VINYL DOUSE HUNG WINDOW WINDOW INSTALLATION INTO WOOD SUBSTRATE (WOOD OR TAPPING SCREWS) OR CONCRETE/MASONRY SUBSTRATE - (CONCRETE SCREWS) 3" FROM CORNERS @ HEAD & SILL TYP. WFROM-JAMS CORNERS TYP. _T WOOD ' SCREWS. 4" O.C. TYP. FOR- LD . CONCRETE SCREvqS. F. 290.C. TYP. EACH SIDE OF MEETING PA(L 15 ""O.C. TYP. @ HEAD & SILL SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW EXTERIOR VIEW - ANCHORAGE WOOD AND CONCRETE/'MASONRY SUBSTRATES 14j4 "O.C.MAX. TYP. WOOD SCREWS 13;` O.C. MAX. TYP. CONCRETE SCREWS INSTALLATION NOTES: 1, HEAD AND SILL ANCHORAGE -THE SAME. 2. JAMB.ANCHORAGE SAME, 3. V TOLERANCE ON ANCHOR LOCATION. 3.1. TAPCON MINIMUM SPACING IS 4" OC, 1L WOOD AND TAPPING 15CREW MINIMUM SPACING IS 2!'OC. WEEP HOLES: 1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING'APPROXIMATELY 112" WIDE. BY 1/2,,,HiGH wAS'LOCATED AT EACH END OFT.HE INTERIOR SILL TRACK CENTER VERTICAL LEG: 2- ONE,,(l),WEEP HOLE MEASURING I " X 11.4" WAS LOCATED AT EACH END OF THE EXTERIOR;SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR,, HORIZONTAL SILL FACE. S. ONE (1) WEEP HOLE, MEASURING -1-1/2' X 10' AND.EMPLOYING A. PLASTIC WEEP COVER WAS LOCATEDAT 2-7/8" FROM EACH END OF'THE EXTERIOR VERTICAL SILL FACE: M ""TOP 77"MA),(. I SASH, N75' HEIGHT FRAME HEIGHT BOTTOM '147 SASH HEIGHT 63" MAX. FRAME wib,rH 49r,j` TOP SASH - WIDTH_ 45 TOP SASH - D.L.O. WIDTH 9 *1 A611,'BOTTOM SASH D.L.O. WIDTH Spy "BOTTOM SASH WIDTH 32jr,TOP SASH D.L.O. HEIGHT 33.".BOTTOM SASH D.L.O. HEIGHT DETAIL 1 (SEE;SHEET 5") .SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW INSTALLATION INTO METAL SUBSTRATE (SMS, TAPPING OR SELF—DRILLING'SCREW) =LL 81 "To WIG. o. :E 3" FROM CORNERS @ HEAD & SILL TYP. 75 6' FROM JAMS CORNERS TYP, do 2" 0-1C. TYP. FOR SMS 1rESCREWS. *� X 7' 2 9 MAX.TYP; FOR SMS CL 0w op LljL �- t�,or SCREWS li D CC -10 270.C. z EACH SIDE L) < TYR E, v 0 OF MEETING RAjL x Q 'J- g 0 INSTALLATION NOTES'., N L 1 HEAD AND SILL A A ANCHORAGE THE SAME. (xw 2. AMB ANCHORAGE SAME. ul 15 11"o.c. Ty.p. 3 +1­1 "TOLERANCE ON 5 IG Nli HEAD & SILL ANCHOR LOCATION. 3.1, SMS, TAPRING QR SERIES -6.305 TILT VINYL DOUBLE; HUNG SELF -DRILLING WINDOW'WINDOW SCREWS MINIMUM EXTERIOR VIEW - ANCHORAGE SPACING IS 2" OQ. STEEL SUBSTRATES N4 49 7 . WEEP HOLES: 1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 1'12'WIDE BY ld' HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER VERTICAL,LEG. 2. ONE (1) WEEP HOLE MEASURING, 1 " X 1/4"WAStOCATEb AT EACH END OF THE EXTERIOR SILL TRACK HORIZONTAL.SURFACE'AND THROUGH THE EXTERIOR HORIZONTAL SILL FACE. PRODUCT REVISM 3. ONE (1) WEEP HOLE MEASURING IA&' x lile AND EMPLOYING A PLASTIC WEEP COVER,VVAS LOCATED A 2-7/8" FROM EACH END OF THE EXTERIOR VERTICAL SILL E pt.OA.. Rat. 0310612025 FACE, R1_4� �_,_ EXTERIOR SHEET 4' .0 VEkTICAL SE �' 3TION HEAD — CQMPONENT ID N, 16 SHM, 4. 1 EXTERIOR 4 INTERIOR VE RTICAL. SECTION A.. EXTERIOR VERUCAL LSECTICiNT _ �jy rIN(MRAILS —'COMPONIENT ID INTERIOR --a-ur GLASS SITE 7 INTERIOR 7/8" O.A. LAMINATED GLASS CONSISTING OF: EXTERIOR LAMINATED GLASS -(2) NOMINAL 1/8" ANNEALED GLASS W/ 0.090" KURARAY AMERICA INC. TROSIFOL INTERLAYER, 7/16" AIRSPACE WI STAINLESS' I . . STEEL SPACER (TYPE SS-D-), INTERIOR 1/4" TEMPERED GLASS EXTERIOR GLAZING.DETAIL I o 1:8 -a C9 21. g� 05 22 -W —ccz zjW 00, 0 0 a ;=2 co cr P ujll� R4WI I Am w., P.F. ef,iiil, P2, No. 49752' INTERIOR RE GLAMG-1 DETAIL 1, SHEET 4 EXTERIOR D HORIZONTAL SECTION UPPER ,3AS4---- JAMBS - COMPONENT ID INTERIOR '-I GL Q -G b,'� A A SHEET 4 EXTERIOR RIZO T A � CT'o"')�LONR SASIT JAs_CotiJpo�FMrJD DETAIL 1 MASTER FRAME CONSTRUCTION' (SASH FRAME SIMILAR) E I- o < x 25 T z < �-w 01 C) no n Z 9, cav`F 0 J; P.i m'., P.C. PRODUCT REVISED t4DA-M., 20.110&08 PROPERLY SECURED IX W,661) SUCK BY OTHERS (PEE NOTE 3, SHT. 1) WOOD. SUCK PROTECTION BY OTHERS (SEE NOTE 3.. SHEET 'CONCRETE BY OTHERS, (SEE NOTE 2, SHT. 1) EXTERK)R,FINISi .BY OTHER: PERI MET ER CAULK7 BY OTHERS #12 OR #1 4 %�.00b EA 1/4' IT TA 'N INSTALLATION INSTALLATION ANCHOR i/IAIN. Ilk WS: I" MIN. EDGE DIST. EDGEDIST. 12 V,'S: 7/8` MIN, EDbE. DIST— H - S THI EA NG BY OTHERS. 1 1/2' MIN" y. EMBEDMENT EXTERIOR FINISH BY OTHERS SHIM SPACE ---------------------- M ...................... ...................... —Inc= BY OTHERS PERIMETER. CAULK — 1 PERIMETER CAULK y BY OTHERS U LI11.4- MAX. SPACE EXTERIOR FINISH Y - B OTHERS CONCRETE BY OTHERS i/V ml tm. ME NOTE 2. SH,T. 1) EMKOMENT :PROPERLY SECUR D IX — WOOD BUC IY.OTI­It� OTHERS, NOTE p T .(SEE E. li SHT. 1) mIN. wooD SUCK PROTECTION 1 ITVI TAPCON ir EDGE 'DI . ST. BY OTHERS' (SEE NOTE- 3, INSTALLATION 'ANCHOR SHEET 1) YERTICAL SECTION PROPERLY: SECURED 1X WOOD BUCK BY OTHERS (SEE NOTE 2, SHT. 1)_ V W60D By OTHERS (SEE- NOTE 2, SHT. 1)' h114 WS: I 1/2"'M!Ne EMBEDMENT 1/4` MAX, FSHIM 'SPACE ,*TrRIQR Q VERTICAL SECTION INTERIOR WINDOW WDODSUBSTRATR HEIGHT ANCHOR—TO—suasTRATE EDGE DISTANCES ARE 'TYPICAL AND MEASURED TO BOTH SIDES OF SUBSTRATE 1/4" MO. ir PERIMETER CAULK SHIM SPACE'BY OTHERS—"l"' T a14,,14S: 1 1/2" W14. ZMBEbMEfNT MIN. EMBEDMENT EXTERIOR FINISH BY .OTHERS SHEATHING 2X WOOD BY OTHERS BY OTHERS 9.14 WS: I " MiN. EDGE DI , (SEE:NOTE SHT, 1) 1 'JB' MIN PROPERLY SEC CURED 1X EDGE DI . ST. WOOD BUCK BY OTHERS- #12 OR114 WOOD SC(SEt NOTE �l SHT. i). INSTALUVRI.ON ANCHOR @� VERTICAL SECTION W.)ODSUBSTRAU #14SHEET SCR B-I/SELF- DRILL] NG 3/4" MIN. IKSTALL,4T!ON. A. EDGE DIET. (TYP.) EXTERIOR FINISI BY CTHERS- �---('�,Ld PERIMETER BY VF RTICAL ON �171NA�IIMIIAIVTP 'PERIMETER- CAULK - BY OTHERS, METAL SUBSTRATE BY OTHERS (SEE NOTE 2; Siff, 1.) 3 THREADS MIN, IBEDMENIT BEYOND INTERIOR. ylp'LL ANCHOR -To -SUBSTRATE EDGE DISTANCES ARE IYPI^,AI,'AND - MEASURED TO, BOTH SlOe$ OF SUBSTRATE MAX. SHIM, skc- WINDOW HEIGHT EXTERIOR FINISH -x t-.-3/4 "1 N. 3 THREADS MIN. " - e BY OTHER- �EDGE` D!�T.�.� EMBEDMENT REYOND-1 (TYP' ., INTERIOR WALL A.14 SHEET METAL v . METAL SUBSTRATE SCREW/SELF-DRILLING SCREW BY OTHERS INSTALLATION . ANCHOR (SEE NOTE 2i SHT. 1) 'A VERTICAL SECTION MELAL SUIWFA"fl: 1/4" MAX; MIM, SPACE INSTALLATION NOTES: 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING; I ;i. WOOD FRAMING. tz STEEL STUD FRAMING, ",3. ALUMINUM FRAMING, AND A, CONCRETE AND/OR MASONRY; 2: 2X WOOD FRAMING, IX OR 2X WOOD BUCK..AAET.At FRANII14G AND CONdRETEINIASON14Y, OPENING T 0 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND CONGRETrjMAGONRY 6P9NING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MUCK OVER CONCRETEIMASONRYIS OPTIONAL WHEN 1X8kK IS USED, INSTACLATIONANcHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETFIMASONRY SUBSTRATE. WHEN USED, IX SUCKS'SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD; DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING,09 NibIBRANE, SEL.IECTION.OF COATING �OR MEMBRANE IS THE RESPONSIBIUT�(OFTHE ARCHITECT OR:EN INEEROFRECORD. 4., 'SHIM ASREQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING, SHIM. SHIM WHERE SpAcr: OF 1116" 6t2GkEATER OCCURS, MAXIMUM ALLOV4ABLESHIM STACK 70PE 114*, 5. FOR ANCHORING INTO CONCRETrjmAsoNR), U&E-I/,r FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO . ACHIEVE A I I I I 2'MINIMUM EMBEDMENT,INTO CONCRETE WITH I 1/2-IMINIMUM EDGEDISTANCEAND -1- MINIMUM EMBEDMENT INTO MASONRY WITH Z' MINII.4UM EDGE DISTANCE, LOCATE ANCHORSAS:SHOWN IN EL . EVATIONS A . NO INSTALLATION DETAIL& 4'MINIMUM SPACING BETN) EN ADJACENTANCHORS REQUIRED. ANCHOR LbcA-noks.4AVE.+/- V TOLERANCE. 6. FOR ANCHORING INTO WOOD FRAMING OR 2x BLICK'USE ONE OF THE FOLLOWING: 6:1!. #12 FLAT HEAbWOOD'SCRVIS (WS) WITH SUFFICIENT LENGTH TOACHiEVE A I W MINIMUM EMBEDMENT INTO SUBSTRATE WITH .7/8'MINIMUM EDGE DISTANCE. AND MINIMUMANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND NSTALLATION,I)ETAiLS, ANCHOR LOCATIONS HAVE *1- i'TOLERANCE. 6Z .1114 FLAT HEAD WOOD SCREWS(WS) WITH SUFFICIENT LENGTH TO ACHIEVE A TIZAAINIMUM ENIBEOMENTINTO SUBSTRATE WITH 1' MINIMUM EDGE DISTANCE AND tANIMUMANCHOR-TO-ANCHIOR SPACING OF 2' ON JCENTER.LOCATE 'ANCHORS A$SHOWN IN ELEVATIQNSANO INSTALLATION DETAILS, ANCHOR I HOR , LOCATIONS HAVE•4,'- f TOLERANCE- 7. FOR ANCHORING INTO M ETAL STRUCTURE USE ilu FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS (SM'S) WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND`STRUCTIIRE INTERIOR WALL WITH-314' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 21 ON -CENTER. LOCATE ANCHORS'AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, ANCHOR LOCATIONS HAVE +/. 1"` TOLERANCE.. 6. INTERIOR AND EXTF,R(OR-FlNtSHE.S BY OTHERS; NOTSHOWN FOR CLARITY. 9., PERIMETER AND joiNT 894IN T ay, OTHERS To BEpESIGNED ANPIQR SPECIFIED* ACCORDANCE WITH �tt , aa0 a 0, 4 z Z 00 0 § , q z L 0 u Mq I& Eno < ZZ 9 L) Z PRODUCT Rwisao, . tn. 05J06=25 OY 2X WOOD 1/4' MAX: FRAME BY OTHERS �HtM SPACE � (SEE NOTE 2, SHT. -1) §14. WS: .1 1/2" MIN. EMBEDMENT _ a� #12 WS•i .3/B" MIN, EMBED,NIENT #12 OR #14 WOOD SCREW 53 � �a INSTALLATION ANCHOR IN., EDGE DIST. n #12 NHS: :/B" MfOW. EDGE f� PROPERLY SECURED 1X WOODBUCK BY OTHERS (SEE NOTE 2. SHT. 1) SHEATHING- 6Y OTHER5 EXTERIOR' FINISH- --PERIMETER CAULK: BY OTHERS' BY OTHERS C . VERTICAWOODLlSk�'�C_EIN TIO ST i/4" IMAX. SHIM SPACE-•�� INT RIOR. SHIM' AS P.EOUIRED-­� 1/4" MAX. SHIM SPACE INTERIO SHIM AS REQUIRED--\ EXEEBDR ANCHOR iO-SUBSTRATE EDGE DISTANCES: ARE TYPICAL AND MEASURED VY BOTH SIDES 'OF'SUBSTRATE SHEET METAL W/SELF-DRILLING SCREW ,LLATION ANCHOR 3'/4' :MIN:: -... GE OtST. (TYP,) 3 THREADS MIN. EMSEDNIENT BEYOND INTERIOR WA L _.,, = METAL -SUBSTRATE BY OTHERS (kE NOTE 2i .SHT. I) -EXTERIOR FINISH PERIMETER CAULK BY OTHERS - BY OTHERS (� VERTICALSECTION �a� n�t�rtic,suasTxni�: PERIMETER' BY t 1. 1/2" MIN. UAMDMENT :CONCRETE 1 MIN, FMB%DMENT — fAAgQNR,,Y 54 1/4" ITW TAPCON INSTALLATION- ANCHOR, l �.. 1 1./2,"' MIN, EDGE DISTANCE CONC. d 2 MIN. EDGEDISTIIAJC: - MASONRY g • 4 - CONCRETE. OR MASONRY' BY OTHERS. QQ 4 {SEE NOTE ?, SHT, 1) Q\ q'-PROPERLY SECURED IX, WOOD BUCK BY OTHERS' (SEE NOTE 3, SHT 1) G WOOD BUCK, PROTECTION BY r OTHERS (SEE 'NOTE 3, SHEET 1) -:EXTERI.OR. FINISH VFRTIGA SECTION COhCft7 AFdtIASQ.�IitY SUBS.FRwTF,.. UPPER•SASH JAMB'S SHOWN. SIl - AR INSTALLATIQN FOR LOWER ViSH JAMBS. FaxRl.%marusd; R.E: FlahCa P.ii.: NQ.:•}9?53� ®m b � c m � A o $ w W M'A F R� i4IE SASH Fit:i PvIE SASH COVEii. 3 � SAS%I STOP FRAi4E- 4 — � 5 SLOPED, ° L ¢x ° is y WHITE. RIGID PVC WHITE RIGID PVC WHITE RIGID PVC C-OVER WHITE RIGID PVC ° a F w z ° G w � TYP: WALL TICKNESS 0.070+' TYP. WALL THICKNESS d.070" TYP. WALL THICKNES 0.065" WHITE RIGID PVC TYP, WALL THICKNESS 0.675" -+a---4:170^ TYR WALL THICKNESS 0.079. r'' 1 D00" .$ (t.. 'n fl: a-._.•5"'S,, 2.150"v o. 1.403 aAJ �� _ �v_ �-^'-3.250"—+� �:—..---1.530"• Ca rn y Z GLAZING LIFTRAIL HANDLE � GLAZING BEAU &FOP l 1 WHITE RIGID PVC / INTERLOCK COVERNF POCKET HEAD COVER Co)REL0RCIES LENT STEEL � � T a 3: r x N ' m >° J 6 - WHITE: RIGID PVC J- WHITE RIGID PVC O TYP. WHITE RIGID PVC TYP. WALL x mw � s WALL THICKNESS 0.055" TYP. WALL TICKNESS 0.055" TYP. WALL THICKNESS 0.075" TYP, WALL THICKNESS 0,06" J.0..a d cm oo x: j I.o.3oe^ 44pp;; 1 I 0.914" THICKNESS 0.07Q" Y.857: 0,43A°L —�I �--0;280 "' (SYP) u W.0 ¢ tD•O U TO 1.722' �.. 0.85" 1:077 � 721° - ,� �....� L_.. J o-' _ to CAINTSIVEEPLOCK 19 FACE MOUNTED KEEPER @CONSTANT FORCE' STEEL STEEL BALANCE � 2 TYP. WALL TICKNESS NA TYP. WALL TICKNESS:0,070" aoc", J, Am-Am—w, Pc �.j 1.750, -- _ f A I .+0.00p a:fi65` Ftodda P . No: 435..: 'yAPdES.q, . 0.687" 1^ ® ® 2.osz� 1,220DIA.I MAX. p t0:000:,1 s.7-0.100 1 -h4�we4'at•Ns����,? tia d5 5 7 , t 9,rSsiaii�` 0.735". ���aya. PRODUCT REVISED as runWrtne with tfia Ftiorras_'.- 641ldlnA Cotla.' NOA-No. 20%1103.08 eaptralmn oato 05106f2025: b4laml-Qntlo�—'�(�oduet Conte' HURRICANE kJ TILT LATCH STEEL r ZINC COATED 0'.697" .90 0.176- — f� " 0,205" 0377" 0.707l 'N w 0.166"-j 03177" jj cl 1.06.7' VOW w w 301 PIVOT BAR METAL b, y 0.555048" mk7. T 2;37Z! coax. i- o� 1.03'.0a - 1