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51DELAP 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 @ 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 /> � 24" 0 C. WOOD SCREW WITH WASHER � ' <br /> 5.5"-3.5'� O.C. ACROSS WIDTH �� <br /> �n <br /> � �� <br /> � <br /> �i <br /> � <br /> EXISTING UNDERLAYMENT PLYWOOD 15/32" THICK (MIN) a � a <br /> (OPTIONAL) FASTENER PATTERN � PANEL ENDS = ? _� <br /> - � � <br /> v <br /> +� <br /> N �9 <br /> CsENERAL NOTES� � ��� <br /> � <br /> 1 ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE _ <br /> FLORIDA BUILDING CODE (FBC), ALL❑WABLE UPLIFT PRESSURE � <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS <br /> SPECIFIED ❑N THIS DRAWING, FASTENER PRESSIJRE <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 /> 6z��� <br /> �p.,��� <br /> 9, U�o�a <br /> � z�^�� �I <br /> - 3/4' � g <br /> �� 36' —I � I <br /> ' o.n i <br /> MASTERRIB PANEL PROFILE '-'9-Z°,5 <br /> Minimum 29 Gauge, Minimum Yield = 80 KSI � oF �� <br /> ��. <br /> �i <br /> � <br />