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5.7 Show garage framing section, size 5.13 Specify hangers at girder truss to <br /> of header over garage opening, support cross trusses. <br /> method of bracing garage front,and <br /> hold-downs if required. See 5.14 Specify roof slope. <br /> attached garage hold-down and <br /> shear wall details. The minimum 5.15 Specify roof material and <br /> shear wall width shall be 2'0". application. Show weight of felt. <br /> 5.8 Provide roof framing, ceiling joist 5.16 Roof slope is not adequate for roof <br /> framing and floor framing plans. type specified. UBC Table 15-B-1,2. <br /> 5.9 Provide framing sections through: 5.17 Indicate that wood shingle or shake <br /> roofs shall be a minimum of Class C <br /> Specify plate height fire-retardant. <br /> Provide truss details, calculations 5.18 Show rafter ties. Rafter ties shall be <br /> and lay out plans stamped and wet spaced not more than 4 feet on <br /> signed by <br /> a Licensed California center and be just above the ceiling <br /> Designes`:5,ET5> joists, where rafters and ceiling <br /> joists are not parallel. UBC Section <br /> The architect or engineer of record 2320.12.6. <br /> shall review and certify approval of <br /> all submittal documents, including 5.19 The unbraced length of 2 x 4 struts <br /> truss calculations, as being (purlin braces) shall not exceed 8 <br /> compatible with the design of the feet. UBC Section 2320.12.7. <br /> building. UBC Section 106.3.4.1 <br /> 5.20 Show purlins to be no smaller than <br /> 5.12 Show 1/2"minimum clearance rafters supported. <br /> between top plate of interior <br /> partitions and bottom chord of 5.21 Show rafter purlin braces to be not <br /> trusses and truss clips typical. less than 45 degrees to the <br /> horizontal. UBC Section 2320.12.7. <br /> 10 <br />