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<br />(SECTION 1405 INSTALLATION OF WALL COVERINGS) <br /> <br />1405.2.1 Permanent closure: Doors, windows and other exterior wall openings shall not be <br />closed up with permanent construction unless the new construction meets all the <br />requirements of this code for exterior wall construction. <br /> <br />1405.2.2 Temporary closure, restricted: Doors, windows and other exterior wall openings <br />shall not be closed up or boarded up with temporary construction unless the building <br />official makes a finding that such temporary closure is necessary to protect the public health, <br />safety and welfare. <br /> <br />1405.2.3 Temporary closure, standards: Temporary closures permitted under this section <br />shall consist of not less than Vz inch thick weather-resistant plywood coated with approved <br />paint or protective coating to prevent deterioration, cut to fit within openings, securely <br />nailed or screwed in place and securely braced. <br /> <br />(CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES) <br /> <br />(SECTION 1507 REQUIREMENTS FOR ROOF COVRINGS) <br /> <br />1507.2.2 Slope: Asphalt shingles shall only be used on roof slopes of two units vertical in 12 <br />units horizontal (17-percent slope) or greater. For roof slopes from two units vertical in 12 <br />units horizontal (17 -percent slope) up to four units vertical in 12 units horizontal (33-percent <br />slope), double underlayment of self adhering polymer modified bitumen sheet is required. <br /> <br />(CHAPTER 16 STRUCTURAL DESIGN) <br /> <br />Table 1607.1 Item #6: Decks extending over 7 feet from the face of the structure shall have <br />a uniform design load (psf) of 60 pounds per square foot. <br /> <br />(CHAPTER 18 SOILS AND FOUNDATONS) <br /> <br />(SECTION 1805 FOOTINGS AND FOUNDATIONS) <br />Section 1805.2.1 Frost Protection. Except where otherwise protected from frost, <br />foundation walls, piers and other permanent structures shall be protected from frost by one <br />or more of the following methods: <br />1. Extend below the frost line of 30" below grade. <br />2. Constructing in accordance with ASCE-32. <br />3. Erecting on solid rock verified to be 30" thick. <br /> <br />13 <br />