902 HOYT AVE 2022-02-17 - Laserfiche WebLink

11. Section 6/S1 shows an 8-inch deep footing while Section 5/S1 shows an 10-inch deep footing. A detail for the transition between the footings shall be included. Alternatively, the details shall be provided with a consistent footing depth See IBC Sections 107 2 1 1603 1, and 1901.5 Item 3 RESPONSE: Footing depth changed to 12" on sheet S1 13. Section 3/A5.2 specifies that the bottom -of footing is located a minimum of 18 inches below the top of-SOG. However, Section 5/S1 specifies a minimum dimension of only 12 inches, and Section 6/S1 depicts a depth of 12 inches without specifying a minimum dimension. The construction drawings shall be revised for consistency. See IBC Section 107.2.1. RESPONSE: Section 3/A5.2 revised. Only deck post footing shown 14 The structural plans specify Types SW1 and SW2 shear walls in the schedule on Sheet S1 The locations of the wall types do not appear to be specified in the architectural framing plans. The plans shall be revised. See IBC Section 1603.1. RESPONSE: SW1 and SW2 are shown on sheet A2.1 15. The Shear Wall Schedule on Sheet S1 specifies sill plate anchor bolts for the shear walls. See IBC Section 107.2.1 The following comments shall be addressed: a.. The schedule specifies 12-inch and 5/8 inch anchors for the SW1 and SW2 walls, respectively. Section A/A5.1 and Detail 8/A5.1 specifies only 5/8 inch anchors The requirements shall be clarified and the drawings revised for consistency. b. The schedule specifies the anchor size and spacing, but not the length. The architectural drawings appear to specify anchor size and length, but not the spacing. The designer -of record should verify if additional specifications occur in the drawings. The complete specification of the anchors should be provided in one location to eliminate conflicts. RESPONSE: S1 revised to show W Anchor Bolt 10" length. Spacing per SW schedule on S1 If you have any questions, please call (425) 876-4447 Sincerely, iQaine Elaine Groth ESG Residential Design