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DATE/TIME TYPE UGB: DT MANUFACTURED DWELLING PERMIT : 08/10/99 10:19 : New Manufactured Dwelling SITE: 10, 11, 12, 13, 14. 15. 16, 17. 18. 19. PERMIT NO 99-05880 STATUS ISSUED ISSUED 08/10/1999 TO EXPIRE 02/06/2000 PAGE 2 three risers. The handgrip portion of handrails shall be not more than 2 5/8 inches in cross-sectional dimension, or the shape shall provide an equivalent gripping surface, Handrails shall be mounted between a minimum of 20 inches and a maximum of 28 inches. They shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. (R-214.1) A minimum 3' x 3' landing shall be required on each side of an egress door. The floor or landing shall not be more than one and one-half inches lower than the top of the threshold. (R-212) Exception: The landing on the exterior side of an exterior doorway shall not be more than 8 and 1/4 inches below the top of the threshold, Porches. balconies or raised floor surfaces located more than 30 in, above the floor or grade shall have guardrail not less than 26 inches in height, Required guardrail shall have intermediate rails or ornamental closures which will not allow passage of an object 6 in. or more in diameter. Horizontal spacing between the vertical members in required guardrails shall be a maximum of 4 inches at the nearest ~oint between the members. (R-214,2) ILL ON SITE, Braun Intertec did a soils report on the site and made earthwork recommendations to the site for the place ment of the maufactured home. Braun Intertec did not monito r the placement of fill materials. After the fill ~aterials was brought in, Braun Intertec did a proofroll 2'-0' below the finished sub-grade of the building pad and a moisture density test of the building site, CUT SLOPES, Slopes for permanent fills and cut slopes for permanent excavations shall not be steeper than two units horizontal to one unit vertical. A steeper cut slope may be extablished only after presentation of a soil investigation report acceptable to the Building Official. [Sec. 4Q1~5] BUILDINGS BELOW SLOPES shall be set a sufficient distance from the slope to provide protection from slope drainage, erosion, and shallow failures, [Sec. 401.6:1~1] BELOW SLOPE CRITERIA. Except as provided in Sec. 401.6:1,5 and Figure 401.6, the following criteria shall be assumed to provide this protection. Where the existing slope is steeper than 1 to 1, the toe of the slope shall be assumed to be at the intersection of a horizontal plan drawn from the toe of the foundation and a plane drawn tangent to the slope of an angle of 45 degrees to the horizontal. Where a retaining wall is constructed at the toe of the slope, the height of the slope shall be measured from the top of the wall to the top of the slope. [Sec, 401~6:1,1] BELOW SLOPE SETBACKS. Unless specific permission is granted by the Building Official, buildings constructed below ascending slopes shall be setback a minimum of one half the height of the slope from the toe of the slope, except that the setback need not exceed 15 feet. [Figure 401,6] ABOVE SLOPE SETBACKS. Footings on or adjacent to slope surfaces shall be founded in firm material with an embediment and setback from the slope surface sufficient to rovide vertical and lateral support for the footing without etrimental settlement, [Sec. 401,6:1.2] ABOVE SLOPE SETBACKS (continued). Except as provided in Sec. 401,6:1,5 and the information in Figure 401,6, the following setback is deemed adequate to meet the criteria. Where the slope is steeper than 1 to l, the required setback shall be measured from an imaginary plane of 45 degrees projected upward from the toe of the slope, [Sec, 401.6:1.2] ABOVE SLOPE SETBACKS (continued). Unless specific permission is granted by the Builidng Official, buildings constructed above descending slopes shall be setback a minimum of one third the height of the slope from the top of the slope, except that the setback need not exceed 40 feet, The setback shall be measured at the depth of the footing from the face of the footing to the slope, [Figure 401,6] LOT DRAINAGE. Lots shall be provided with adequate drainage and shall be graded so as to drain surface water away from foundation walls, The grade away from foundation walls shall