1986-10-02 Plan Review - Laserfiche WebLink

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PLAN REVIEW - 95 SOUTH BROWN ROAD October 2, 1986 Page 2 10. Masonry walls that meet or intersect shall be bonded or anchored as required by Sec. 2310. See Sec. 2416 (h). 11. Top blocks shall be FHA blocks or shall be solid grouted or full width top plate. Sec. 2416 1. 12. Anchor bolts shall be imbedded 15" into solid masonry, 1/2" diameter 6' o.c. 2 per piece of sill with one located within 12" of each end of each piece. When in solid poured concrete the anchor bolt shall be imbedded 7". Sec. 2907 e. 13. No masonry shall be laid when the temperature of the outside air is below 40 degrees F., unless approved methods are lised during construction to prevent damE,,e to the masonry. Materiaia to be used and materials to be built upon shall be free from ice and snow. Sec. 2415 a. 14. All wood forms shall be removed before backfilling or completion of the building. Sec. 251.6 b. 15. Ends of wood girders entering masonry or concrete walls shall be provided with a 1/2" air space on top, sides and ends unless approved wood of natural resistance to decay or treated wood is used. Sec. 2516 c-5. (We will accept 1/2" insulation board in lieu of the 1/2" air space and then the beam mudded tight. 16. The minimum thickness of concrete floor slab supported directly on the ground shall be not less than 3-1/2". Sec. 2623. 17. Footings supporting wood shall extend at least 6 inches above the adjacent finished grade. Sec. 2907 a. 18. Before concrete is placed, all debris, and ice shall be removed from the spaces to be occupied by the concrete, forms shall be properly coated, and the reiforcements shall be thoroughly clean of ice or other deleterious coatings. Sec. 2605 a. 19. For slab on grade f loors the insulation around the perimeter of the floor shall have a thermal resistance of not less than 6.3 and the insulation shall extend downward below the grade line to the design frost line or any equivelent distance horizontally inward from the edge of the floor. ASHRAE 90-75. 20. Bearing walls shall be supported on masonry or concrete foundations or piles or other approved foundation system which shall be of sufficient size to support all loads. 21. Veneer of brick, concrete or stone applied as specified in Sec. 3006 b. may be supported by approved treated wood foundations when the maximum height of veneer does not exceed 25'. Sec. 2515 (a) Exc 4.