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r <br /> D <br /> f SIDELAP FASTENER PANEL FAST NER EXISTING SMIt�GlES <br /> � 1/�"��14 X 7J6" LONC WOOD SCR�1wiTi�wasH�R,L PACINC {OPTI�NALJ <br /> � �1 24 O.C, PER ALLOWABLE PRESSURE TABLE. <br /> L . <br /> (OPT ONAL)NDERLAYMEN7 ' PLYWOOD 15J32" 1HICK (NIN.} <br /> � FASTE[�ER PATfERN � ��,T�RMED�ATE,�,Q� IONS <br /> • SIDELAP FASTENER PAI�L F NER EXISTING SHIhFCLES ' <br /> 1/4°-14 X 7/@" LONG �9-15 0�10-14 X t.5" LQNC� {OP710NAL) � <br /> WOOD 9CREW WRk WASHER � <br /> � � 24" O.G, 5.5"-1.5" O.C. ACRpSS 1YIOTH <br /> y � $� <br /> � � <br /> N � <br /> J a ' <br /> a <br /> j�j (OPTIONAL)NDERLAYME�rR PLW(O�fl 15/32" 7HlCK (1fIN.} �� <br /> � FASTENER PATfERN � PAN�j, ENDS � <br /> � u � <br /> � . � e ��� <br /> �Qa�� . � � <br /> 1. {iEtCHITECTIlRaL ROOF PANEL FiAS $EEN pESfGNED�IN ACCOROANCE YJfTH TME ALL�WA�LE UPI.IFT PRESSURE iS <br /> FLqRIDA BUtLDIAlG C�DE Ci'HC), � , <br /> '2. THE ROOF PI�IELS SW1tL B£ INSTALLE4 OVER SHFAt'HING 8c STRl1CTURE AS <br /> SPECIFIED INV TNIS DRA�fING FASTENER • PRESSUF�f <br /> ' 3. REQUIRED DESIG�S WIND lOADS SHAl.L BE DETERMINF� FOR EqCH PROJECT. iHlS SPACINC (IN) (PSF) <br /> Pat+lEl SYSTEM MAY PlOF BE IN57N1ED WFiEK 7HE REOUIREU DESIGN YfIND LOADS �� <br /> ARE GREAtER THAN T}IE l+LLOWAB(E WIHD UOAD6 SPECIfIEO ON THIS DRAWII�fG. 24 45.0 <br /> ,,� 4. NLL FASTENERS MUST BE IN WCCORDANGE YlITH THfS DRAVfING d� THE FLORIDA . • <br /> � BUIIDING GODE. IF A OIFFERENCE'OCCURS BElWEEN THE MtNIMUM • <br /> � • REQt11REMENTS OF hIIS �ORAWING dc TH@ CDDE;•THE•CODE SHAI,S. OOMROL: ^ ' 12 '113.1 <br /> � 5. RAF?ER5/JOISTS/TRU55�5 MUST B� QESIGNED TO WIIN5TAhlD WIND LOADS AS , ' � <br /> � REQUIRED FOR E11CH•APPLICAi10M AND'ARE 1FIE RESPONSIBilITY OF OTHfRS. <br /> ^ • • . ���4E <br /> � . �_____9._�____� . , � ��� . <br /> m ' 3/4' <br /> � . � <br /> �n �� , • 36' _( . <br /> � . ' ou. <br /> N , MASTERRIB F'ANEL PROFILE '''°'�°" <br /> � Ninimum �9 Gaugo, Minimum Yetd = 89 kSl , or � <br /> cv . <br /> � <br /> � <br /> � • <br /> —�' . � ' � <br />