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/ 3 <br /> � 6 <br /> K�IIYCAN LTD � <br /> � � � s <br /> D6 RICHMOND � D6 A5HBURY vINYL (PVC) SIDING � �� <br /> INSTALLATION ANCHORAGE DETAILS � �� � <br /> & �� d <br /> a <br /> o�►to�s: iNarnu�noN NotEs: <br /> 7. TMIS PRODUCT FUS BEEN TESTED AND UEBICiNED TO COMPLY N7TH 1HE CURRFM mRIDN OF THE FLORIDA BUILD�NO COOE t.ANCHOR88MNJ.BE THE TVPE.B�EMeEDMafi AND EDOE nIST�taCE 61tONM HEREIN FOR a � <br /> (FBC)-BUILDIN6 MiD RE&DENTIAL VOLUME9 FXCLUDINO THE MIGM VELOCIiV HURRICANE ZONH(FM/�AT 7XE DES10N ������' <br /> PAES6URE(6�W10NM ON 7M5 SHEET(6EE TABLq. 2.INSTALLATION ANCHORS SHALL BE INSTALLF�AS SHOHM ON THE'WOOD FRAME <br /> 2. SiRUCiURAL PFRFOPoMM7CE MTING(�6IGN PRESSURE IN P5�BIISED UPON 816NED AND SF�11.ED INfQiiEK 7ESTIN6 INSTALLATS01�6ECTi0NS ON SHEETS t AND S. � � g p <br /> 3E7iVICEB TE6T REPORT NO.f 07082826TOR-007,DATED?RQ/131!lCIUDIkO A980CIATED LABORATORY 6TAMPED ORAW WOS. 3.�wNW����D�E��E���Wq��bg�g��UOINO Bll�NOT � � �� � <br /> 2.1. A SAFETY RACTOR OF 1.S WAS APAIED TO THE MAXIMUM lESfED LAAD WO PHt ASTM DlS208IN ACCORDANCE 1MTH T!� uMIT�TO 87tJCC0.FOAM,BAICK VB4E2R AND SIDINO). (73� <br /> CURREM EDITION OF 7HE FLORIOA BUIIDlNO COD6(FBC)•BUILDING AND RESlOENf W.V6IUNES. /.ItJ3TN1ATION ANCHOR DETAILS ���� <br /> 22 BASED ON ANNEX At3.7 OF ASTM DJ67&OBA WFUCH ALLOWS UTIUZATION OF A PHESSURE EOUALIL►TION fACTOR OF 0.�8 �� �0.1Y G1AMEfFJ2 x 1-07 LONG IiMO�51ANK ROOflNO NAIL WITH 0,010'OIAME7ER F�AD �4 <br /> RESliLT3 W A DE61GN PFtE55URE RATIN6 OF iJE.9 PSF NMQJ INSTALL�A6NN5T A HIMMUM 71t8'TTSICK SF�JU}{INCa. FOR SIDIN6 AND TRlbl INSTALLATION. W rL� <br /> �. ADECUACY OF THE E%13TINO STRUCTURAL NOOD FRMAVtG COMPRISING THEATTACHMENT SUB.47itA7E FOR iME SID(N6 SHIILL 2'�S T� s r < <br /> �DEIERMINm TO BE GPABIfi OF WRH&TANDIN611►m TRAN6FHiRIMO APPUED PRODUCT LOAD3 TO 7}iA7 SiRUCTURE At1D 4.2. 6EE S!¢EfS/AND 6 FOR AODRIO W1L OETNL6. �p � . �a� i <br /> IS 7}�RESPONS�ILRY OF THE MCHRECT OR EN6INEER OF RECORD FOR lHE PROJECT. S.ALL FA6TENERS&1ALL MAVE CORROSION RE�9TlW�COATINOS OR 6E MADE OF CORR0.410N �g 5�O� � � . <br /> FESISTPM W7ERIALB CAMPATIBLE WIT171¢SUBSTRATE'MATHiIAW. � y <br /> 4. SU89Tt7ATE3 RECEMNO VINYL SIOINO 3FW1.BE CHECKED FOR S7AUCTUR/LL.IWICEQUkCY.CRACK6 OR DFFECTS 7HAT 6FW1 }O Q m ! � <br /> BE 0.tAA�NA7ID. 6. INSTALLATION ANCNOR CAPACITIES FOR PRODUCTS HFAEW ME BIIS�ON SUBSTRAIE ��LL y Q! i <br /> 5. IN8TAWITION OF S(DINO ACCESSORIEB AND ACGE830RIE8 SUCN A9 CORNFR P06TS.STARTIIt STRIP6.AND TFtIM MOUND ��s�TM�F�����P��: �8�� � ��� I <br /> OPENIN08 BIiALL BE DONE M ACCORDMICE WITH THE CURRENT mITION OF Ti8 FLORIDA BIJILDINO COOE(FBC)•BUILDIN6 6.1. Z�WALL S1UDS-M1N.SPECIFlC GRAVRY OF 0.�1(C-0UATES TO SPRIfCE?tNEFUFO. p� �`� I <br /> �wo aesme�ma vo�u�s�s�vuc��u+c n�FuriuF�enn�rs iHsmucno►is. <br /> 6,2. 7/1S TMICK PLYWOOD•6PECIES 6ROUP 1 OR 2(MA VOLUNTMY PRODUGT 6TAfmARD PS �� � � I <br /> !. StiECONDITlONSTNAT0EV1AT6FRON7l�OETAILSOF7li1SDRANM1NGREOUiREFURiNFAENCINEII31N0EVALWTIONBYA iIMiMMUM. 8� � <br /> LICENSED PROFFSSIONILL B�7GINEER ORREGISiERm MCHITECT. I <br /> 1. WILLLS WFiFAE'VWYL S�O�NG SHAtl BE INSTALLED MU9T BE OEStGNED 6Y A LICEN9E0 PROFESRIONAL ENtiI1JEER.ARCHtIFCT 6.7. 7tt6'OSB•6HEA7HIN0 GftADE(APA VOLUN�MY PRODIlCT STANDMD P51)MPIIMUM. �� �' '�j�i� <br /> OR OTHER DF.StGN PROFE.SSIOfJAL AS ALLOWED BY AND IN ACCORD�NCE WI7}i 7ME CURRBlT EDRION OF lT�FLORIDA 4` •t� <br /> BUttDINOCADEfFBC)-BUtLDIN6ANORFSIDENTIALVOWAtES. p� � SE <br /> \ <br /> B. WALLS YYFiERE VINYL SIDiNO&Wl BE INSTALLEO 6FU1LL BE PROVlDm Wlili A WATER RE6tSTNE BMRIER INACCORDANCE <br /> WRH THE CURRENT EDRION OF 7HE FLORIDA BUILDINO COO£(F8C)•�IILDINO AND RE610EMIAL VOLUMES. <br /> NNYL BIDINO�PECIFlCA110N8: <br /> 1.KAYGWBURDINOPRODUCTSVINYLSmM01SMANUFAC7UREDFROMAFORMULATEOPVC <br /> POWOER COMPWND WIEETNO TFSE SFECIFIGATIONS OF I�S?AA D3B78. <br /> � 7.WALLTHICKNE93: <br /> 2.1 D6:O.OSC k(IN. <br /> 7.PANh1LENOfi14: <br /> 3.1. D0:72-0'LONO RmrU.�mau�e.P.E <br /> RoM�P.E No.�HS� <br /> TABLE OF CONTENT .��+����4•,, <br /> SHEET DESCRIPTION .,,� �p�� ,`� <br /> �► '(,........:�/ <br /> 1 GENERAL AND INSTALLATION NOTES �,Q���f No 49 8��09`O� <br /> 2 COMPONENTS M1D BILL OF MAhR1ALS DESIGN PRESSURE (PSF) RATING <br /> ~t:I������ �*C <br /> 3 COMPONENTS SIDING SERIES DESIGN PRESSURE (PSF� RATING .fl� ¢a <br /> (SEE NOTE 2.2) 90.. BTATE OF ��a <br /> 4 VERTICAL INSTALLA110N CRO55 SECTION D6 RICHMOND +I- �38•9 ������ryQp��P��`� <br /> ? <br /> 5 TYPICAL INSTALLATION DETAIL D6 ASHBURY +/- 138.9 ,����See�iNAieo��� <br />