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PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER <br /> 9" O.C. MASTERRIB <br /> INTERIOR SUPPORTS PANEL 3 <br /> MIN 18 GA. STEEL -- <br /> (DESIGNED BY OTHERS) <br /> PANEL FASTENER ® SIDELAP FASTENER <br /> 3.5"-5.5"-3.5" O.C. ® 24" O.C. <br /> �9" O.C. MASTERRIB <br /> END SUPPORTS PANEL <br /> MIN 18 GA. STEEL <br /> (DESIGNED BY OTHERS) <br /> Cal tD <br /> wco <br /> TYPICAL PANEL INSTALLATION X—SECTION F low <br /> � �Zo <br /> Z M <br /> Y <br /> a J� <br /> PANEL FASTENER ® ti J <br /> 3.5 5.5"-3.5" O.C. o�o <br /> MASTERRIB <br /> SIDELAP FASTENER t <br /> o} <br /> 1/4"-14 SDS WITH PANEL <br /> WASHER ® 24" O.C. PANEL FASTENER <br /> E12-14 x 1" LONG <br /> DS WITH WASHER <br /> a <br /> MIN 18 GA. STEEL a <br /> (DESIGNED BY OTHERS) a 2 <br /> SIDELAP FASTENER PANEL SIDELAP <br /> ® 24" O.C. MAX 48" O.C. yJ$ <br /> (SEE LOAD SPAN <br /> TABLE FOR z �w <br /> ALLOWABLE LOADS 3 <br /> AND SPANS) GENERAL NOTES: c = <br /> 1. WALL PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA m ° <br /> BUILDING CODE (FBC). g <br /> MASTERRIB 2. WALL PANELS SHALL BE 29 GA. (t = 0.013"). EFFECTIVE COVERING WIDTH $ <br /> PANEL OF PANEL = 36". <br /> 3. WALL PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS <br /> DRAWING. <br /> 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 /> PANEL FASTENER 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA <br /> ® 9" O.C. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM <br /> REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. <br /> 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED <br /> REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. <br /> MIN 18 GA. STEEL 7. PANELS MAY SPAN BETWEEN BOTTOM TO TOP SUPPORTS OR SIDE TO w <br /> SIDE SUPPORTS. Z173- <br /> (DESIGNED BY OTHERS) IRIVI <br /> SECTION VIEW 'HE or I <br />