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5.32 Braced wall panels shall be spaced 5.39 Show stud size and spacing. every 25 feet in interior and exterior Maximum allowable stud heights; braced wall lines and as required by bearing wall: 2 x 4 and 2 x 6 UBC Table 23-1V-C-1 for multi-story maximum 10 foot, non-bearing: 2 x buildings. 4 maximum 14 foot,2 x 6 maximum 20 feet. UBC Section 2320.11.1 and 5.33 If method 5 is used for a braced wall Table 23-IV-B. panel, nail gypsum board at 7" on center with nails as required by 5.40 Specify all header sizes for UBC Table 25.1. openings over 4 feet wide. UBC Section 2320.11.6. 5.34 Provide an alternate wall panel not less than 2'-8" wide in accordance 5.41 Specify floor and roof plywood with Section 2320.11.4 where a 48 grade and panel identification Index. inch wide wall is not available. UBC Table 23-11-E-1. 5.42 When roof slope is less than 3:12, 5.35 The top plate of interior braced wall members supporting rafters and lines shall be attached to the top ceiling joists such as ridge board, plate of the intersecting exterior wall hips and valleys shall be designed by use of a coil strap or equal. as beams. UBC Section 2320.12.1 5.36 Let-in bracing is not allowed in 5.43 Show or note fire blocks and draft Seismic Zones 3 and 4 as required stops at the following locations per bracing. UBC Section 708. 5.37 Show double top plate with a. In concealed spaces in stud walls minimum 48" lap splice and nailed and partitions at the ceiling and at each end with four 16d nails. floor levels and at 10 ft. intervals UBC Section 2320.11.2. both horizontal and vertical. b. At all interconnections between 5.38 Show nailing schedule on plans in concealed vertical and horizontal compliance with UBC Table 23-11-B- spaces such as occur at soffits, 1. drop ceilings and cove ceilings. I 12