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SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES � <br /> 1/4"-14 X 7/8" LONG #9 X 1.5" WOOD SCREW WITH (OPTIONAL) <br /> � 24" O.C. WASHER. SPACING PER ALLOWABLE <br /> PRESSURE TABLE. <br /> .� <br /> � <br /> EXISTING UNDERLAYMENT <br /> (OPTIONAL) PLYWOOD 15/32° THICK (MIN.) <br /> FASTENER PATTERN � INTERMEDIATE LOCATIONS <br /> SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES <br /> 1/4"-14 X 7/8" LONG � 5.5"-3.5"-5.5° 0 C. (OPTIONAL) ; <br /> � 24° O.C. ACROSS WIDTH <br /> � � � �� <br /> o� <br /> .� <br /> � <br /> �i <br /> � <br /> EXISTING UNDERLAYMENT a <br /> (OPTIONAL) FASTENER PATTERN @ PANEL ENDS A � <br /> � <br /> a $ <br /> � <br /> GENERAL NOTESi � ��� <br /> 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE g <br /> FL�RIDA BUILDING C�DE (FBC), ALL�WABLE UPLIFT PRESSURE � <br /> 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS <br /> SPECIFIED ❑N 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 TH1S 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 /> 's <br /> REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. <br /> �z��� <br /> ��Q�� <br /> ����� <br /> 9' � � � <br /> ����� <br /> � 3/4° � <br /> I 36� _I � <br /> � <br /> o.�u <br /> MASTERRIB PANEL PROFILE 3—Z9—Z013 <br /> 29 Gauge, Minimum Yield = 80 KSI � oF � <br />