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<br />" --........, <br /> <br />..' <br /> <br />.'. <br /> <br />" <br /> <br />'~ <br /> <br /> <br />'''-- . <br /> <br />elf' <br /> <br />.~ <br /> <br />-26- <br /> <br />(c) An extericr wall which is less than 6 feet distant from a wall <br /> <br />of a nother building of wood frame construction on the same lot, shall be non- <br />combustible construction having a fire resistance rating of not less than two <br />hours; except that the material of the weather surface may be similar to that <br />of other exterior walls of the building; and except that wh:m the aggregate area <br />of the wo buildings does not exceed Ii times the limiting area fixed by this <br /> <br />ordinance for either building, such fire resistance rating shall not be required. <br /> <br />3. STUCCO. <br /> <br />(a) stucco shall consist of portland cement mox:tar or other approved <br />mortar, on approved metal lath, or other approved bacldng. <br />(b) stucco shall be kept at least 8 inches above adjacent ground <br /> <br />smrfaces, with Sills, coping and other projecting courses provided with drips. <br /> <br />(c) Corrosion-resistant flashing, to prevent moisture from penetrating <br /> <br />behind the stucco, shall be provided over wall openings and over projecting <br /> <br />courses. <br /> <br />4. SILLS. Sills shall be anchored to the foundation walls at inter- <br /> <br />vals not exceeding 6 feet by anchors equivalent to bolts not less than i inch <br />in diameter with proper washers, embedded at least 6 inches in the foundation. <br /> <br />5. ANCHORAGE. <br /> <br />(a) In all buildings 20 feet or more in wi. dth where joists run <br /> <br />at right angles to the rafters, the rafters shall be tied to the ceiling joists <br />with i'food or metal ties nailed to the foot of alternate rafters and extending <br />across 4 joists well nailed to each joist. <br />(b) All joists shall be well lapped and nailed across 1he building <br /> <br />to form ties between outside walls. <br /> <br />6. BEA.AS, GmDmS AND JOISTS shall conform to ~e requirements of <br />section 20-3" paragraphs (a) to Cd) inclusive. Where ledger or ribbon boards <br />are used to st.'Pport joists, such boards shall be not less than I x 4 inch, <br />nominal dimensions, shall be cut into the studs and securely nailed with not <br />less than 2 tenpenny nails to each stud, and the joists shall be spiked to the <br /> <br />studs. <br /> <br />7. LQAD-BEARlliG PARTITIONS shall conform to the requirements of <br /> <br />Section 20-5.. <br />8. 'VIroODEN COLUMNS shall conform to the requirements of section 20-6. <br />