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PLAN REVIEW - 95 SOUTH BROWN ROAD <br />October 2, 1986 <br />Page 4 <br />35. Bearing partition perpendicular to joists shall not be offset from <br />supporting girder walls or partitions, more than the joist depth. <br />Sec. 2517-d-5. <br />36. Holes borded in joists shall not be within 2" of top or bottom - <br />the diameter of any such hole shall not exceed 1/3 of the depth of the <br />joist. Sec. 2517-d-3. <br />37. Notches in the top or bottom of joists shall not exceed 1/6 the <br />depth, and shall not be located in the middle 1/3 of the space. Sec. <br />2517-d-3. <br />38. Joints in subflooring shall occur over supports. Sec. 2517-e-1. <br />39. 2"x4" studs shall be used only to frame not more than 2 stories in <br />height. Table 25-R-3, <br />40. Utility studs shal i support not more than a roof and ceiling load. <br />Sec. 2517-g-1. <br />41. When bearing studs a: npacv-j at 24" intervals anc' top plates are <br />less than 2-2 x 6 or 2-3 x 4 members and when the f loor joists, f loor <br />trusses or roof trusses which they support are spaced at more than 16" <br />intervals, such joists or trussess shall bear within 5" of the studs <br />beneath or a third plat shall be installed. <br />42. Studs shall be placed with their wide dimension perpendicular to <br />the wall. Sec. 2517-g-2. <br />43. Not less than 3 studs shall be installed at every corner of an <br />exterior wall, unless other approval by Building Official. Sec. 2517- <br />g-2. <br />44. Studs in bearing and exterior walls shall be capped with double <br />plates, installed to provide over -lapping at corners and partitions. <br />Sec. 2517-g-2. <br />45. End joints in double plats shall be offset a minimum of 48". <br />Sec. 2517-g-2. <br />46. All exterior walls and main cross partitions shall be effectively <br />and thoroughly braced at each end, and at least every 25 feet in <br />length. Sec. 2517-g-3. <br />47. Foundation cripple walls shall be framed of studs not less insize <br />t},an the studding above with a minimum length of 14 inches, or shall <br />I , frames of solid blocking. Sec. 2517-g-4. <br />48. When foundation cripple walls studs exceed 4 feet in height, they <br />shall be framed of studs having the size required for an additional <br />story. Sec. 2517-g-4. <br />