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ATTACHMENT C 721 mm) in depth shall be completely surrounded by a fence or barrier not less than 48 inches (1219 mm) 722 in height above the finished ground level measured on the side ofthe barrier away from the pool. 723 Gates and doors in such barriers shall be self- closing and self-latching. Where the self-latching device 724 is less than 54 inches (1372 mm) above the bottom of the gate, the release mechanism shall be located 725 on the pool side of the gate. Self-closing and self-latching gates shall be maintained such that the gate 726 will positively close and latch when released from an open position of 6 inches (152 mm) from the 727 gatepost. An existing pool enclosure shall not be removed, replaced or changed in a manner that 728 reduces its effectiveness as a safety barrier. 729 Exception:Spas or hot tubs with a safety cover that complies with ASTM F1346 shall be exempt 730 from the provisions of this section. 731 D. Exterior Structure 732 1. General. The exterior of a structure shall be maintained in good repair, structurally 733 sound and sanitary so as not to pose a threat to the public health, safety orwelfare. 734 2. Unsafe conditions. The following conditions shall be determined as unsafe and shall be 735 repaired or replaced to comply with the International Building Code or the International 736 Existing Building Codeas required for existing buildings: 737 a. The nominal strength of any structural member is exceeded by nominal loads, 738 the load effects or the required strength. 739 b.The anchorage of the floor or roof to walls or columns, and of walls and 740 columns to foundations is not capable of resisting all nominal loads or load 741 effects. 742 c. Structures or components thereof that have reached their limit state. 743 d.Siding and masonry joints including joints between the building envelope and 744 the perimeter of windows, doors and skylights are not maintained, weather 745 resistant or water tight. 746 e. Structural members that have evidence of deterioration or that are not capable 747 of safely supporting all nominal loads and load effects. 748 f. Foundation systems that are not firmly supported by footings, are not plumb 749 and free from open cracks and breaks, are not properly anchored or are not 750 capable of supporting all nominal loads and resisting all load effects. 751 g.Exterior walls that are not anchored to supporting and supported elements or 752 are not plumb and free of holes, cracks or breaks and loose or rotting materials, 753 are not properly anchored or are not capable of supporting all nominal loads 754 and resisting all load effects. 755 h.Roofing or roofing components that have defects that admit rain, roofsurfaces 756 with inadequate drainage, or any portion of the roof framing that is not in good 757 repair with signs of deterioration, fatigue or without proper anchorage and 758 incapable of supporting all nominal loads and resisting all load effects. 759 i. Flooring and flooring components with defects that affect serviceability or 760 flooring components that show signs of deterioration or fatigue, are not 761 properly anchored or are incapable of supporting all nominal loads and 762 resisting all load effects. 763 j. Veneer, cornices, belt courses, corbels, trim, wall facings and similar 764 decorative features not properly anchored or that are anchored with 765 connections not capable of supporting all nominal loads and resisting all load 766 effects. 17