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BUILDING PLANNING <br /> . dY <br /> t a, _.,„ a <br /> i <br /> (.0 <br /> (0. <br /> GABLE ROOFS <br /> WALLS 0 <_ 10° <br /> a a l latai Ial <br /> 1 a ` d. <br /> O: ® i� OO I O c ( / � <br /> f <br /> ' I <br /> I I <br /> ®1 v , (i) ®, O OO h CD ( a :CD `D; 0 O h <br /> 10 < 0 5 45 �� ' e@ ' 10° < 0 `— 30 <br /> GABLE ROOFS 1 a <br /> 10° < 0 <_ 45° HIP ROOFS <br /> 10 ° <0 <_30° <br /> For SI: I foot = 304.8 mm, I degree = 0.0175 rad. <br /> NOTE: a = 4 feet in all cases. <br /> FIGURE R301.2(7) <br /> COMPONENT AND CLADDING PRESSURE ZONES <br /> TABLE R301.7 Note: L = span length, H = span height. <br /> ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°• a. The wind load shall be permitted to be taken as 0.7 times the Component and <br /> ALLOWABLE Cladding loads for the purpose of the determining deflection limits herein. <br /> STRUCTURAL MEMBER DEFLECTION b. For cantilever members, L shall be taken as twice the length of the cantile- <br /> ver. <br /> `ters having slopes greater than 3/12 with no c. For aluminum structural members or panels used in roofs or walls of sun - <br /> L /180 <br /> 'ed ceiling attached to rafters room additions or patio covers, not supporting edge of glass or sandwich <br /> panels, the total load deflection shall not exceed L /60. For sandwich panels <br /> vans and partitions H/ 180 used in roofs or walls of sunroom additions or patio covers, the total load <br /> Ilastered ceilings L/360 deflection shall not exceed L /120. <br /> Ural members L/240 R301.8 Nominal sizes. For the purposes of this code, where <br /> ti taster or stucco finish H/360 dimensions of lumber are specified, they shall be deemed to be <br /> nominal dimensions unless specifically designated as actual <br /> ' loads' with brittle finishes L/240 dimensions. <br /> , ds' with flexible L /120 <br /> 'TIAL 3.11 <br />