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SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES <br /> 1/4"-14 X 7/8" LONG #9-15 OR #10-14 X 1.5" LONG (OPTIONAL) <br /> � 24" 0 C WOOD SCREW WITH WASHER. SPACING <br /> PER ALLOWABLE PRESSURE TABLE. <br /> � <br /> � <br /> EXISTING UNDERLAYMENT PLYWOOD 15/32" THICK (MIN.) <br /> (OPTIONAL) FASTENER PATTERN C�? INTERMEDIATE LOCATIONS <br /> SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES <br /> 1/4"-14 X 7/8" LONG �9-15 OR #10-14 X 1.5" LONG (OPTIONAL) � <br /> WOOD SCREW WITH WASHER O a <br /> � 24" 0 C 5.5"-3.5" O.C. ACROSS WIDTH �� <br /> �" <br /> .. <br /> � <br /> �i <br /> � <br /> EXISTING UNDERLAYMENT PLYWOOD 15/32" THICK (MIN.) p' � a <br /> (OPTIONAL) FASTENER PATTERN � PANEL ENDS � =y <br /> x � <br /> ti � <br /> � <br /> � <br /> � ��g <br /> GENERAL NQTES� � ��g <br /> � <br /> 1 ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE � <br /> FL�RIDA BUILDING coDE <FHc>, ALLOWABLE UPLIFT PRESSURE � <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS <br /> SPECIFIED ON THIS DRAWING, FASTENER PRESSURE <br /> 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT THIS SPACING (IN) (PSF) <br /> PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS �� <br /> ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. �' <br /> 4 ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA 24 45.0 <br /> BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM <br /> REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 12 113.1 <br /> 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS <br /> REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. � $ <br /> � � <br /> 6z��s <br /> ��x�y <br /> �P,=��` <br /> 9' � �U?�� <br /> 3/4" � � <br /> I= 36' _I � >, <br /> D�iE: <br /> MASTERRIB PANEL PROFiLE 3-19-2015 � , <br /> Minimum 29 Gauge, Minimum Yield = 80 KSI � oF ' � <br />