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; �•, <br /> ., . <br /> s <br /> K�YCAN LTD � � s <br /> D6 RICHMOND & D6 ASHBURY VINYL (PVC) 5IDING � �� <br /> INSTALLATION ANCHORAGE DETAILS � �� � <br /> � �� <br /> a � <br /> a�wo�s• <br /> iwarauanoN eeo�s• <br /> 7. 7MIS PRODUCT HAS BEEN TFS'TED AND DE816NED TO COMPLY WfiH iHE CURRENT EDR10N OF THE FLORIWI BUILDINO COOE �•�MORS SIiNl BE 7H8 7YPE,6I�EMBEDMBdT AND EDOE D�STANCE SHONM FIEREIN FOR ¢ & <br /> (FBC)-6UlLD1N0 MID RE&�ENTUL VOLUME8 PXCLUDINO TME MIGM VELOCITV HURRICANE ZONE(FM1A AT 7}IE D6SION ���T��� <br /> PRESSURE(b7 5140YUN ON 1HI5 SHEET(6EE TABLE). 4.lNSTALLATtON ANCHORS SHALL BE INSTALLPD AS 6MOWN 6N TH8'WOOD FRAME <br /> 2. STRUGTURAL PERFOFMWJCE RATING(DESIGN PRESSURE IN PS�BASED UPON SIaNFD AND SF.AI.ED IMERTDC TESTING IN5TALLATIOPf'SECTfONS ON SHEET81 AHD 5. � � g u <br /> SFRVICE9 TE6T REPORT NO,10708282HTOR-002.DA7FD 7J20/731NCLUDIt�t!A990CIATED UBORATORY STf1MPED ORAWPIO& 2 <br /> 3.1AIMMWI EM8�1119�dT AND EDGE DISTANCE E7(CIUDE WALL FlMSMES pNCLUDIN6&l�NOT a � �� � <br /> 2L A S�FETY FACTOR OF 1.5 WAS APALIEDTO THE MA%IMUM 7ESiED LOADIN6 P6t ASTM D 52001N ACCORDANCB WITH TME UMIi�TO STIJCCO,FOAM,BAICK VBJEER AND SIDtNO). �� <br /> CURRENT EDR10N OF THE FLORIDA BUILDlN6 CODE(FBC)•BUILDING AND RESIDENiUL VOLUMIES. 4,IMSTAWITION ANCHOR DETNLS. a�a <br /> 2.2. BASED ON ANNEX A7.2.7 OF ASIM D�81608A WHICN ALLOWS UTIULITION OF A PRESSUHE ECUALILiTION FACTOR OF 0.38 �� �D.U'OU1MEfER x 147 LONG RINO SHANK ROOFlNO MNL N7TH 0.040'OIAMEIER F1E/�D �a <br /> RESULTS W A DESIGN PRESSURE RATINfi OF 1�8.8 PSF WHEN W5TALLm AGAINST A AIINIMUM 7178'TMICK SI�ATHlNO. FOR SIOING AND TRlbl INSTALLATION. ��o <br /> �. ADEGUACY OF THE EXISTIN6 STRUCTURAL WOOD FRAMIltG COMPRISING h{H ATTACHMENT Sl1BSTRATE FOR ME SIDIN6 SNALL �$s�Z � < <br /> 8E DETERMINED TO BE CAPABI.E OF WIiTiSTANDIAlti MID TRAN6FEARIMO APPi.IED PRODUCi LOADS TO 7HAT STRUCTURE AND �.2., 6EE Sf�ETS�M1D 6 FOR ADDITIONAL DETNL6. �p ZS�Q �� ..� <br /> IS TiE RESPONS�tUTY OF THE MCHRECT OFi EN6INEEA OF RECORD FOR THE PROJECT. 5.ALL FA6TENERS SHALL MAVE CARR03ION REBISTANT COATINGS OR BE 11MDE OF CORROSION =S 5�O� � � <br /> RE95TANT MATERIAL6 CAMPATIBLE 1MTM THE SUBSiRATE MAT6UA4^+. � <br /> 4. SU83�RATE3 RECEMNG VINYI SIOlk6 SlW.L BE CHECKED FOR SRiUC7URAL INADC-0IIACY.CRACKS OR DEFECTS THAT SFWl �p y m � <br /> BE ELf�lINA7FD. }��a N �! <br /> 6. INSTAWlTION ANCHOR CAPACITIES FOR PRODUCTS HERE W A(iE B/�S�ON SUB.+^TRATE �w �F Q� <br /> 5. INSTAUATION OF SIDIN6 ACCESSORIEB AND ACCES30RIES SUCH A4 CORNEA P0ST8,STARiFJi STWPS,MID TRIM MOUND �T���„TME FOLLOWING PROP6iTIES: ��Q Z � 4� <br /> OPENINOS BWLLL BE DONE IN ACCOADNJCE WITH THE CURREPt�mITION OF TH6 FLORtOA BUILDIN6 CODE(FBC)•BUIL�iN6 z <br /> 6.I. 9�WALL 6iUDS-M1N.SPEGFIC 6RAVfTY OF 0.12(EOUATES TO 6PRUCE?INE•FUR). ` <br /> �woaesroa�rrwLvowMes�s�ww�c�mF�rmn�nwuuF�enir�asn�smucnoNs. o� � <br /> 6.2. 7fl8'TMICK PLV WOOD•6PEC�S ORWP 1 OR 2(MA VOLUIYTARY PRODUGT STAImARD PS � @@@e <br /> 8. Sf7ECONORI0NST1A7DEW17EFROMTH80ETAfLSOFTUSDRAWINGRECUIREFURTHERENGINEERINOEV/LLWTIONBYA �� � p <br /> IJCENSEDPROFES910NALEN6INEERORREOISTERmARCHITECT. 1)MINtNUM. �� � ��g! <br /> P <br /> 7. WALLS WHERE VINYL SID�NG SHI1LL BE INSTALLED MUST BE OE�GNED BY A LICEN.9ED PROFESSIONAL ENO WE6i,ARCNITFCT b.l. 7lt6'OSB-SHEATHINO GRADE(APA VOLUNTARY PROOSICT STIWDARD PS�MWIMUM. � �5� <br /> OR OTHQi DF.SIGN PHOFESSIONAL AS ALLOYVEO BY AND IN ACCOROlWCE NrtTH iHE CURRFM EDfiION OF 7XE FLORIDA �� �:�� <br /> BUILO1Nfi CODE(FBC)-BUILDINCi AND REStDENTIN.VOWMEB. <br /> B. WALLS NMERE VINYL SID1N0&W19E INSTAIJ.ED SFIALL BE PROVlDm WIT11 A WATER REStSTNE 8l1HRIFR IN ACCORDANCE <br /> WITH TME CURREM EDfiION OF TME FLORIOA BUILDINO CODE(FBC)•BUILDIN6 AND RESIDENTIAL VO W MES. <br /> VINYL 81DlNO 6PECIFlCATIONB: <br /> 1.KAYGWBUILDINOPROWCTSVINYLSmIN01SMANUFAC7URmFR�YlAFORNIULATEDPVC <br /> POWOER COMPOUNO MEETN6 THE SPECIFICATtONS OF ASTM D3B78. <br /> � a.wiutrFncKHess: ' <br /> 2.1 OE:0.050'MIN. <br /> �.PANELlEN67HS: <br /> 3.1. DB:77•C LONO 1mwrt,1.�maun.P E <br /> �P.E No�0757 <br /> TABLE OF CONTENT �����;pe++s•'",,,4 <br /> SHEET DESCRIPTION .��+��'r•�cEN�o9�y <br /> 1 GENERAL AND INSTALLATION NOTES ���r � �� �p'� <br /> 2 COMPONENTS ANO BILL OF MATERL4LS DESIGN PRESSURE (PSF) RATING :*; No •e� 1�}#: <br /> 3 COMPONENTS SIDING SERIES DESIGN PRESSURE (PSF) RATING _b'��,A��,�I ��a` <br /> (SEE NOTE 2.2) �9-, STATE OF j <br /> 4 VERTICAL INSTALLATION CROSS SECTION D6 RICHMOND +/- 138.9 �'���t`'r�,0 R��Q'p��� <br /> 5 TYPICAL INSTALLATIaN DETAIL D6 ASHBURY +/- 138.9 '�.'a:�NA�EN���► <br />