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DATE/TIME <br />TYPE <br />OCCUPANCY <br />60NST TYPE <br />UGB: SITE: <br /> <br /> BUILDING PERMIT <br />12/27/99 11:42 <br />Resident, addition/alteration <br />R-3 <br />V-N <br /> <br />16, <br /> <br />17, <br /> <br />19, <br /> <br />20, <br /> <br />21. <br /> <br />22, <br /> <br />PERMIT NO <br />STATUS <br />ISSUED <br />TO EXPIRE <br />PAGE <br />Exception: An artificial light source is not required at <br />the top and bottom of stairs provided the artificial light <br />source is located directly over each stair section, <br />[Section 302,4] <br />GUARDRAILS must be able to withstand a single concentrated <br />load of 200 pounds applied in any direction at any point <br />along the top. <br />HANDRAILS having a minimum and maximum height of 30 inches <br />and 38 inches, respectively, shall be provided on at least <br />one side of stairways of more than three risers. All <br />quired handrails shall be continuous the full length of the <br />stairs. Ends shall be returned or shall terminate in newel <br />posts or safety terminals. Exception: Handrails may be <br />interrupted by a newel post at a turn, and the use of a <br />volute turnout or starting easing shall be allowed over the <br />lowest tread, [Sec. 315.1] <br />THE HANDGRIP PORTION of handrails shall not be less than <br />1 1/4 inches or more than 2 5/8 inches in cross-sectional <br />dimension, or the shape shall provide an equivalent gripping <br />surface, The handgrip portion shall have a smooth surface <br />and edges shall have a minimum radius of 1/8 inch. <br />[Section 215.2] <br />GUARDRAILS, Porches, balconies or raised floor surfaces <br />located more than 30 inches above the floor or grade shall <br />have guardrails not less than 26 inches in height, Required <br />guardrail shall have intermediate rails or ornamental <br />closures which do not allow passage of an object 4 inches <br />or more in diameter, Horizontal spacing between the <br />vertical members in required gurardrails shall be a maximum <br />of 4 inches at the nearest point between the members, <br />[Sec, 315.3: 215.4] <br />HORIZONTAL SPACING between the vertical members in required <br />guardrails at open si des of stairways, raised floor areas, <br />balconies and porches shall be a maximum of 4 inches at the <br />nearest point between the members. [Sec. 215.4] <br />FOUNDATION / FOOTING LOADING. The foundation and its struc- <br />tural elements shall be capable of accommodating all super- <br />imposed live, dead and other loads according to Section 301 <br />and all lateral loads in accordance with the provisions of <br />the Code, Fills which support footings and foundations <br />shall be designed, installed and tested in accordance with <br />accepted engineering practice. [Sec. 401.2] <br />GUSSETS, The conection of the post to the beams shall be <br />gusseted', The bottom of the post shall be restrained to <br />~revent lateral displacement on all columns over 4 feet in <br /> ength. Ask your inspector about approved restraining <br />methods, [Sec. 408.3] <br />LATERAL SUPPORT. Provide lateral support for all posts on <br />all areas of the deck which are more than four feet above gr <br />ade, <br /> <br />99-05255 <br />ISSUED <br />12/27/1999 <br />06/24/2000 <br /> 3 <br /> <br /> <br />