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one of which is to comply with section 34-1 311.4. <br />(14) Sec. ~'~' T~.-mom 317.2 More Than Two Dwellin Units <br />Amended .Each townhouse shall be considered a separate building and <br />separated by separate walls meeting the requirements of Section R-202. <br />EXCEPTION: A common 2-hour fire-resistive wall is permitted for <br />townhouses if such walls do not contain plumbing or mechanical <br />equipment, ducts or vents in the cavity of the common wall. Electrical <br />installations are limited to electrical installed in metallic raceways and <br />metallic electrical outlet boxes. Metallic electrical outlet boxes shall not <br />exceed 16 square inches in surface area. The aggregate surface area of <br />the boxes shall not exceed 100 square inches for any 100 square feet of <br />wall area. Metallic outlet boxes on opposite sides of walls shall be <br />separated by a minimum distance of 24 inches. Metallic electrical outlet <br />boxes shall be installed in accordance with their listings. <br />,.~` n a ,,~ 'r,, r- ~ , <br />z aci:r:rc-pura~ttt~ <br />1' Y ~ ~ <br />b u~ -- - <br />(16) Sec. 3~ 320-Protection Against Decay and Termites (Amended The <br />following sentence is added to Section R-3~3-~ 320.1: The top row of <br />concrete block on the foundation must be solid type block to prevent <br />termites from infesting the building. <br />(17) Table cn~ 503.2.1 1(1) Allowable Spans and Loads for Pl ood <br />and Wood Structural Panels for Roof and Subfloor Sheathing and <br />Combination Subfloor Underla ment (Amended) Delete any references <br />in the NOMINAL PANEL THICKNESS column to any thickness less <br />than 7/16 of an inch. <br />(18) Sec. SAS 506 Concrete Floors (On Ground) (Amended) X93-1- 506.1 <br />General: Concrete slab-on-ground floors shall be constructed in <br />accordance with Figure No. 49~a 403.1(2). The specified compressive <br />strength of concrete at 28 days shall be not less than 2,500 pounds per <br />square inch except where weather exposure requires greater strength and <br />air-entrained concrete, as set forth in Table No. 49~ 301.2(7). <br />Slabs shall be constructed with control joints having a depth of at least <br />one-fourth the slab thickness, and joints shall be spaced at intervals not <br />more than 30 feet in each direction and slabs not rectangular in shape <br />shall have control joints across the slab at points of offset if offset <br />exceeds 10 feet. <br />Sec. cn~ 506.2.2 Base: Eliminate "crushed blast-furnace slag passing <br />a 2-inch (5 l mm) sieve as an option. <br />EXCEPTION: Deleted <br />(19) Sec. 9A-1-3 904.3 Roofing covering materials (Amended) Add the <br />sentence: Asphalt or fiberglass shingles shall be a minimum 20 year <br />warranty and Class C rating. <br />f~)--wee ' °~'n--~.4a~e~s-FYI as a~ a~ - r <br />.. --- - <br />(21) Sec. ~99z~.-~ 1602.1 Return air ducts (Added) Turning vanes shall be <br />installed in duct elbows going to electronic air cleaners. <br />2002 Replacement <br />