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SIOELAP fASTE�JER PpNEL FASTENER E%ISTIhtG SHINGLES <br /> 1j4"—t4 X 7/8° LdNG �9—f5 OR �10-14 x 9.5" L4NG (OP710i�1AL} <br /> � 24" O.C. WOQD SCREWt 1YITH WASHER. SPACING <br /> FER A110WAB�E PRESSURE TABLE. � <br /> � <br /> � <br /> � � i <br /> � <br /> D(IST?NG UNDERLAYMENT � <br /> t������� FASTENER PATTERN � INT RMEDIATE LOCATION� PLY1iV00D 15J32" THICK {�IIN.) <br /> � � � <br /> SIO£11�P FASfENER FANEl. Fi1STFNER <br /> 1/4'-14 X 7/8' LONG �9-55 OR �t6-14 7f �.5" LONG EXISTINC SHINGLES � <br /> � 24' O,C, w000 SCREW 1VITH WASNER � (OPTIONAL) a I <br /> 5,5"-3.5" O.C. ACROSS 11'IDTH <br /> i <br /> a� <br /> .r <br /> m <br /> �3CISTING UNOERIJ�YMFM � <br /> (OPTIONAL) , PlYW000 15�32" 7HIpC (MIN.) �'' <br /> FASTENER PATTERN � PAN � ENDS A <br /> � � <br /> . � <br /> ° �I� <br /> GENERq N�T O a <br /> 1. ARCH.�iECTURAL ROOF PANEL I1AS BEEN DESIGNE� IN ACCOROANCE WlfH 7HE � �! i <br /> FL❑RIDA BUILD[NG CODE (FBC>, ALLQ4fABLE UPLIFT �'RESSURE � <br /> c <br /> 2. THE RdOF PANELS SHALL 8E INSTALLED OYER SHEATHINC � STRUC'fURE AS S <br /> SPECIFIED ON T}i!S DRAWING, FASTENER PRESSURE <br /> 3. REQUIRED QESIGN YIIND LOWDS SHA�L 9E OEfERMtNED FOR EACH PROJECT. 7MIS SPACING {IK) (PSF � <br /> PANEL SYSTEM MAY NOT BE I�JSTALI,EO WHEAI THE REQUIREO pE'SIG�I WIND LOADS � <br /> ARE GRF�TER 7}1AN THE ALLOWABLE Y�'IND LOADS SPECIFIEp ON •hilS QRAWlNG. �� � <br /> 4. ALI. FASTENERS MUST 8E 1N pCCORDANCE WlTH 1HtS DRAWING & 1HE FLORIDA 24 45.0 <br /> BUII.DING CODE. IF A dIFFERENCE OCCURS BETYYEEN TyE MINIMUM ! <br /> REQUtREMEN7S OF THIS URAWING d� THE CODE, TFJE COOE SHALL COhTfRfll.. �2 �T3 � t <br /> 5. RAFfERS/J015TS/TRUSSES L1US7 BE DESIGNED TO V�IiHSTAND WIND LOADS AS • <br /> REQUIREO FOR EACH APPLJCAl10N AND ARE THE RESPONSIBILIN OF OTHERS. � <br /> 9' � ��e <br /> �� -� ���`� <br /> � U R' <br /> L �3r4= r <br /> 36' i <br /> MAST£�RIB PANEL PROFILE ' ' <br /> � � <br /> , a-ia�me � <br /> Minirnum 28 Couge, Ninlmum Yield � 90 KSI ' � ' <br /> C <br /> '1 . J <br /> .• `�.... \ ._ \r _.... J <br /> � ' • ` � \.. <br />