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REGENCY PLUS, INC. <br /> SERIES .8313 VE1TYL TILT DOUBLE HUNG WINDOW <br /> INSTALLATION ANCHORAGE DETAILS <br /> NOTES:' O <br /> 1. THE PRODUCT SHOWN HEREIN IS DESIGNED Mo&U UFACTUREOTO COAUrLYWTTHREQUiREMENTS OF THE OURRENTFLORIDA BUOAING CODE C <br /> WIDTH <br /> EXCLUDINGTHE HIGHVELOCTTY HURRICANE ZONE(HVH4 <br /> C <br /> 53" MAX. FRAME ID1H '� 2. W..IRMIING.ZXW000 BUCK.MET/LLFRAMWOANO CONCRETE!MASONRYOPEMNGTO BE OESIGNEDANOANCHOREOTO PROPERLYTR-481-1 ALL <br /> LOADS TO STRUCTURE,FRAMING'AND CONCREtE#MSONRY OPENINGISTHE RESPONSIBBAYOF THEARCHITECT OR ENGINEER OF RECORD. <br /> 3. 1X BUCK OVER CONCRETEMAsoNRY is OPQONAL:WHERE iXSUCKS ARE USED.INSTALLATION ANCHORS WILL PASSTHROUGH WINDOW FRAME AND IX <br /> BUCK tt4TOCONCRETERAASONRYSMWRATE.WHERE IXBUCKtS NOT.USED,INSTALLATIONANCHORSWIILPASS.THROUGNWINDOW FRAME INTO . <br /> CONCRETEIMASONRY SUBSTRATE DiSSIMILARMATERWLSMUST BE SEPARATEDWRH APPROVED COATWGOR MEMBRANE.SELECTION OF COATING OR <br /> MEMBRAINEISTHERESI' 1111TIYOFTHEARCHTTECTORENOINEER_OFRECORD, +- <br /> 4, THEPRODUCT SHOWN HEREIN HAS BEENTESTEDTO THE FOLLOWING.' p ^U <br /> 4,1. PA <br /> 10/1I. WA440-I1.SEETEST REPORT NO,NCTL:IIB•21524.2,QAMD10t1&180YNATOMCERTWIEOTESTINGLASORATORIES,YORK, C3 <br /> / 6tt MAX. 5. MATEIUAt o n i <br /> 5.1. FRAME:EXTRUDED RIGID PVC <br /> _ "O.Ci. {TYP.� 52. REINFORCEMENT. <br /> 52.1. GALVANIZED STEELTUSE-TOP RAIL OF SASH AND INTERIOR MEETING RAIL t3 a0 2 <br /> LJ.I S2.2 USHAPED GALVANIZEDSTEEL-BOTTOM RAILOF SASH AND EXTERIOR MEETING RAIL fir•ifl0 m N <br /> F <br /> _ 6. GLAZING: <br /> &I. GLAZING DETAILAS TESTED:22.tmm(0.8T0?NOMUMLOA IGU COMPRISED OF2 LRESOF3mm(0.11SITEMPERED GLASS AND 16MmaO{O.b32"} a.U' "J per .. . <br /> LLI STAINLESS STEEL SPACER(TYPE SS-D INTERIOR GLAZEDAGAiNSTAMLEAFDUAL OUROMETER BACKBEDDINGAND A SNAP-IN(2}LEAF DUAL v N w <br /> DUROMETER RIGID NNYLGLAZING BEAD. zg <br /> 62. AS TESTEDGLAZING MEETSASTME130009s FORTHEDESIGNCONOfiONS SHOWN IN THiSPRODUCTAPPROVAL.DOCUMENT. Utz <br /> 6.3. ALTERNATE GIAZINGMEETINGTHE REQUIREMENTS CFAAMAIWDI:WCSAt01BS.ZJA440SHILLL.SEALLOWEDPERASTAf E1300 INNON4WHZ �OT�".T.Zp <br /> T. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR INS I>J20DUCTINWWDBORNE DEBRIS REGIONS, <br /> 9-3/8r' MAX, a REQUIREDSNtU AS ALLOWABLE AT EACH <br /> CHINSTW LATIONANCHORWITHLOADBEARINGSHIM.SHIMWHERESPACEOFV16'ORGREATEROCCURS.MAXIMUM 0� 3 <br /> X a <br /> / O,C. {T1(p,) B. FQRARETE.INTO MINIMUM <br /> QNRYUSEaNCFMINIMUDTAPCONSWTINSUFFX:IENTLERGTHTOiMUM E Ai1.TAN F_LoCABEOMEHORSA N <br /> j/ CONCRETELEVA4ONSAND3UMEDGE IONDNTA.ANDNCRO MUMEMONS HAVE <br /> -&r TOLERANCE. <br /> WRH7!M3NLMllM E.O1STftNCE.LOCATEANCHORS AS <br /> SNOWNtNC-L.EVATfONS AND INSTALLATION DETAILS,ANCHORIOCATIONS NAVE+b 1•TOLERANCf_ ` <br /> fj MAX. 10. FORANCHORIHT3 WT01Yt}OD FRAMtNfiIXt?X SUCKUSE ItB FRATHEADWOOD SCREWSWLTH SUFFICIENT ACHIEVE A i 3lB•MINIMUM <br /> » WIf1A <br /> / EAIBEOMENT INTO SUBSTRATE WITH 3,V•MINIMUM EDGE DISTANCE,LOCATEANCHORSAS SHOWN IN ELEVATIONSAND INSTALLATION DETAILS.ANCHOR <br /> OLyPO.C. { .\ LOCATIONS NAVE+f-1•TOLERANCE: RobanJ.Am w.P.S. <br /> j L.L Fl,"a P.C.No.40752 <br /> 11. FOR'ANCHORING INTO METAL STRUCTURE USE 610 FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SOFRCEHT LENGTH TOACHIEVE 3THREADS Igtu+eoi.. <br /> -MINIMUM BEYONDSTRUCTURE INTERIORWALLWLTH 314-NIIMUMEOGE DISTANCE,LOCATE ANCHORS ASSHOWN W ELEVATIONS MO INSTALLATION � yPNE$•I.IZ <br /> DETAILS.ANCHOR LOCATIONS HAVE+/-t"TOLERANCE. <br /> t2 ALLFASTENEI.I I-CORRWA.11RE313TANT, z DA 49752 .o, <br /> 13. RISTAUATION ANCHORS SHALL BE INSTALLED INACCORDAHCRWITH AxaHORNwiuFACTttRcrra ms'nnttwnoN IN2TRUCTIONS AND ANCHORS SHALL ="a <br /> NOT BE USED in5UISTBATESWITHBTREHOTHSLE33THANTHE44NiMUMSTRENGTHSPECIFIEDBELOW: 9: BTA E'oF w <br /> ELEVATION <br /> 131. WOOD-MINIMUM SPECIFIC GRAVITY OF G-0.42o<,ORtp�•:� <br /> EXTERIOR VIEW <br /> i33.3. MASOONRRY-STRELGTHCONFOR CONFORMANCE TO ASTMC?hED1UMWEIGHTWITHDENSI7Y>117PCf PSI '�'�!,sNA�Ec.�` <br /> NOTES: 1 <br /> 3.4. METALSTRUCTURE:STEEI.L80A ro9N2B-A33lCSIORALUMINUM G9W.TSa648-TIIJCKMINIMIIM <br /> 1.MAXIMUM TOP SASH SIZE:49.06r X 37.188;MAXIMUM BOTTOM SASH SIZE:50•X 3r Digitally_Signe( <br /> 2.MAXIMUM TOP SASH'D.L.O.:45.563'X 33.376";MAXIMUM BOTTOM SASH D.L.O.:46.813"X 33.188" (D i�0i�ert'J. <br /> 3.0.93B'X 0.25"WEEP HOLE AT I'FROM EACH END OF EXTERIOR SILL FACE. Y <br /> 4 TAB <br /> 1.27"X 0.3"WEEP HOLE AT 3.625'FROM EACH END OF EXTERIOR SILL FACE: AtliorU$Or,P.E. <br /> 5:0,375'X 0.375"WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. AB NT NT <br /> TLE OFCONTENT Date:2O18a 1.: <br /> SHEET DESCRIPTION 1 0:45:00-051OC <br /> 1 ELEVATION,,ANCHOFUNG AND NOTES DESIGN PRESSURE RATING(PSF) IMPACT RATING' PTC Product Daegn croup. <br /> 2 INSTALLATION DETAILS POR-SM775 <br /> +60.01.50.0 NONE' 1.009"Od FL12752.07T! <br /> 3 BILL OF MATERIALS 3z1890478B,Inf6@PIaWOp. <br /> FHPE Ca0fxnlu at AuOO WA <br /> Nn.25935. <br />