200 W MARINE VIEW DR BAYWOOD 2025-09-16

Mr. Todd Shultz Nelson Plan Check Number: B2011-018, First Building Review February 10, 2021 Architectural The building requires a minimum of two exits per IBC Table 1006.3.2(2). The following comments should be addressed: a. Interior and exterior egress lighting is required per Sections 1008.3. Lighting locations should be specified on the plans. b. The lighting should be provided with a minimum 90-minute emergency power supply. The duration and source of the power supply should be stated on the plans. 2. The following comments should be addressed for the exits signs in the First Floor Egress Plan on Sheet AN-1: a. The plan should specify both high and low exit signs. See IBC Section 1013.1. b. The emergency power requirement should state the required power source and specify a minimum 90-minute duration. See IBC Section 1013.6.2. The following comments should be addressed for the Door Plan 3/A0.4: a. The minimum 18-inch side clearance should be dimensioned. b. The plan appears to show that a ramp may begin within 5 feet of the building face. Ramps are required to include a minimum 5-foot landing at doors. The landing may overlap with the maneuvering clearance, but not the door swing. The plan should show a minimum 5- foot clearance from the end of the door in its fully -open position to the start of ramps. See IBC Section 1101.2 and ICC 117.1-09 Section 405.7.5. 4. Sheet AN-0 states that the component performance method of WSEC-15 Section C402.1.5 was used, and specifies a minimum thermal rating for the roll -up doors of R=17.5. However, Sheet AN-0 indicates the thermal rating should not exceed U=0.057. The stated R-value appears to be the inverse of the calculated U-value. This relationship is generally not correct for composite systems. Documentation should be submitted substantiating doors rated at R=17.5 will have a maximum rating of U=0.057. Alternatively, Sheet AN-0 may be revised to require a maximum rating of U=0.057, or the calculation may be revised. Structural Structural and geotechnical special inspections are required for this project. A statement on special inspections is provided in the "Statement of Special Inspections" section of the General Notes on Sheet S1.0. The statement should include a table listing each type of special inspection and should specify the extent of each inspection (e.g., continuous, periodic) per IBC Section 1704.3.1. The table should include special requirements for seismic and wind resisting systems as required by IBC Sections 1704.3.2 and 1704.3.3, respectively. See IBC Sections 107.1, 1704.2.3 and 1704.3. 2. The Roof Framing Plan on Sheet S2.1 appears to indicate unspecified wide -flange drag struts at multiple locations, including but not limited to Grids L, 2, and 7. The required framing should be specified. See IBC Sections 107.2.1 and 1603.1. a. 0 Everett WAS98201 O 425.257.88577 fax O eve rett asgov/permits gov Page 2 of 3