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ATTACHMENT C 905 1. Where substantiated otherwise by an approved method. 906 2. Demolition of unsafe conditions shall be permitted where approved by the 907 code official. 908 3. Structural members. All structural members shall be maintained structurally sound, 909 and be capable of supporting the imposedloads. 910 4. Interior surfaces. All interior surfaces, including windows and doors, shall be 911 maintained in good, clean and sanitary condition. Peeling, chipping, flaking or abraded 912 paint shall be repaired, removed or covered. Cracked or loose plaster, decayed wood and 913 other defective surface conditions shall becorrected. 914 5. Stairs and walking surfaces. Every stair, ramp, landing, balcony, porch, deck or 915 other walking surface shall be maintained in sound condition and good repair. 916 6. Handrails and guards. Every handrail and guard shall be firmly fastened and 917 capable of supporting normally imposed loads and shall be maintained in good 918 condition. 919 7. Interior doors. Every interior door shall fit reasonably well within its frame and shall 920 be capable of being opened and closed by being properly and securely attached to jambs, 921 headers or tracks as intended by the manufacturer of the attachmenthardware. 922 G.Component Serviceability. 923 1. General. The components of a structure and equipment therein shall be maintained in good repair, 924 structurally sound and in a sanitary condition. 925 i.Unsafe conditions. Where any of the following conditions cause the component or 926 system to be beyond its limit state, the component or system shall be determined as 927 unsafe and shall be repaired or replaced to comply with the Minnesota State 928 Building Code: 929 1. Soils that have been subjected to any of the following conditions: 930 1.a. Collapse of footing or foundation system. 931 1.b. Damage to footing, foundation, concrete or other structural element due 932 to soil expansion. 933 1.c. Adverse effects to the design strength of footing, foundation, concrete or 934 other structural element due to a chemical reaction from the soil. 935 1.d. Inadequate soil as determined by a geotechnical investigation. 936 1.e. Where the allowable bearing capacity of the soil is in doubt. 937 1.f. Adverse effects to the footing, foundation, concrete or other structural 938 element due to the ground water table. 939 2. Concrete that has been subjected to any of the following conditions: 940 2.a. Deterioration. 941 2.b. Ultimate deformation. 942 2.c. Fractures. 943 2.d. Fissures. 944 2.e. Spalling. 945 2.f. Exposed reinforcement. 946 2.g. Detached, dislodged or failing connections. 947 3. Aluminum that has been subjected to any of the following conditions: 948 3.a. Deterioration. 949 3.b. Corrosion. 950 3.c. Elastic deformation. 21