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.,, <br /> PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER �a � <br /> � 9" O.C. DETAIL � � 30" O.C. <br /> �9" O.C.--{ MASTERRIB � \ <br /> INTERIOR SUPPORTS � PANEL f \ a <br /> � <br /> \ � <br /> MIN 18 GA. STEEL �-�� <br /> (DESIGNED BY OTHERS) � <br /> PANEL FASTENER � SIDELAP FASTENER � <br /> 3.5"-5.5"-3.5" O.C. � 30" O.C. <br /> �9" O.C.� MASTERRIB <br /> END SUPPORTS PANEL <br /> MIN 16 GA. STEEL <br /> (DESIGNED BY OTHERS) <br /> TYPICAL PANEL INSTALLATION X—SECTION t/f ; WN,� <br /> Kp F �U N <br /> a Z <br /> � � � <br /> � � Y�� <br /> I <br /> MASTERRIB PANEL FASTENER SIDELAP FASTENER PANEL FASfENER � � Z n�o <br /> - PANEL � 9" O.C. � 30" O.C. 3,5"-5.5"-3.5" O.C. Z °' <br /> � �' � <br /> d �� � <br /> a � <br /> MIN 16 GA. STEEL (SEE LO DXS AN�TABLE FOR � �' � <br /> (DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) � _ ° � <br /> a �g� <br /> SECTION VIEW ' ��� <br /> �� <br /> N <br /> GENERAL NOTES: � ��� <br /> 1, ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA �� � � <br /> SIDELAP FASTENER MASTERRIB BUtLDING CODE (FBC). <br /> 1 4"-14 SDS WITH PANEL 2. ROOF PANEIS SHALL 8E 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH <br /> I OF PANEL = 36". <br /> WASHER � 30" O,C. PANEL FASTENER 3, ROOF PANEIS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS <br /> �12-14 x 1" LONG DRAWING. <br /> DS WITH WASHER 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. <br /> THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN <br /> WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. <br /> 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA <br /> MIN 16 GA, STEEL BUILDING CODE. IF A DIFFERENCE OCCURS BEiWEEN THE MINIMUM <br /> (DESIGNED BY OTHERS) REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. <br /> PANEL SIDELAP 6 REQURED OR EACH APPILCATION ANID A EN�THEIRESPONSIBILIiY OFIOTHERS. <br /> 7. PANELS MAY SPAN BEZWEEN FAVE TO RIDGE SUPPORTS OR RAKE TO RAKE <br /> SUPPORTS. 1599-4 <br /> SHEET N0. <br /> � OP � <br />